District Urban Development Cell, Udupi. Detailed Project Report for MSW Management for Saligrama Town Panchayath October 2017 MaRS Planning & Engineering Services Private Limited 601, Surmount, Opp. Iscon Mega Mall, S. G. Highway, Ahmedabad – 380015, Gujarat, India. FINAL REPORT
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District Urban Development Cell, Udupi.
Detailed Project Report
for MSW Management for Saligrama
Town Panchayath
October 2017
MaRS Planning & Engineering Services Private Limited
601, Surmount, Opp. Iscon Mega Mall, S. G. Highway, Ahmedabad – 380015, Gujarat, India.
FINAL REPORT
Project Cost for Solid Waste Management of Saligrama
Sl.
No Particulars
Total Capital Cost
(in Lakhs)
1 Vehicles & Machineries 84.24
2 Civil Works 343.72
TOTAL 427.96
Cost/Ton @ 7.25 TPD 59.06
Chief Officer Project Director
Saligrama TP DUDC, Udupi District
Executive Engineer (SWM)
Directorate of Municipal Administration
Bengaluru
Director
Directorate of Municipal Administration
Bengaluru
Project Summary for Solid Waste Management of Saligrama
1. Town Profile
Sl. No Particulars Details
1 Name of the Town TP, Saligrama
2 No. of Wards 14
3 Population (2011) 15123
4 Present Population ( Projected )
2017: 15765
2022: 16231
2031: 16848
5 Area 14.69 Sq.KM
No. of households (2011) 3222
6 Total no. of commercial establishments
No of Shops: 446
Hotels: 18
Markets: 1
Meat stalls: 5
7
Road length in Kms
-A Type (<10%) 3.4 Kms
-B Type 6.8 Kms
- C Type 36.56 Kms
-D Type 20.05 Kms
Total Road Length 66.81Kms
9 Total Qty. of waste generated 5.41 TPD
a. Total quantity of household & commercial
waste 3.24 TPD
b. Total qty. of chicken & mutton waste 0.18 TPD
c. Total bulk generator waste 0.99 TPD
d. Total qty. of street sweeping waste /silt 0.7 TPD
e. Total qty. of C&D waste 0.3 TPD
f. Total quantity of wet waste 4.06 TPD
g. Total quantity of dry waste 0.65 TPD
2. Capital Cost and Operation & Maintenance cost of Proposed MSWM
Summary of Capital Cost (in Lakhs)
Sl.
No. SWM & Cleaning Activity
Vehicles &
Machineries Civil Works
Total
Capital
Cost in
Lakhs
1 Door-to-door collection
- households 10.54
10.54
- Commercial Establishments and
bulk waste generators 5.31
5.31
2 Street Sweeping and other cleaning
activities 0.48
0.48
3 Secondary Collection and
Transportation -
4 DWCC, ZWMC, Transfer Stations etc 14.41 14.41
5 Processing & Disposal 64.41 319.30 383.71
6 GPRS and Monitoring 1.05 1.05
7 Contingency@3% 2.45 10.01 12.46
Total Cost 84.24 343.72 427.96
Cost/Ton (5.41TPD) Rs. 59.06
Summary of O&M cost (in Lakhs)
Sl.
No.
SWM & Cleaning
Activity
Labour Cost
(including PF,
ESI,
consumables,
service charges
etc)
Vehicle
Running &
Maintenance
Cost (Fuel,
electricity,
repair etc)
Others (Pl.
mention if any)
Total
O&M
Cost in
Lakhs
1 Door-to-door
collection
- households 15.21 5.43
20.64
- Commercial
Establishments and
bulk waste
generators
3.80 1.14
4.94
2
Street Sweeping and
other cleaning
activities
9.99 2.35
12.34
3 Secondary Collection
and Transportation
Sl.
No.
SWM & Cleaning
Activity
Labour Cost
(including PF,
ESI,
consumables,
service charges
etc)
Vehicle
Running &
Maintenance
Cost (Fuel,
electricity,
repair etc)
Others (Pl.
mention if any)
Total
O&M
Cost in
Lakhs
4 DWCC, ZWMC,
Transfer Stations etc 2.05
2.05
5 Processing & Disposal 8.94 5.57 2.10 16.61
Total Cost 39.98 14.50 2.10 56.58
Permanent Salary
21.67
Total 78.25
Cost/ton (5.41 TPD) Rs.2959
Capital cost and O&M for integrated solid waste management
Sl. No Particulars Capital Cost
(Rs. in lakhs) O & M Cost
(Rs. in lakhs)
1 Door-to-door collection
- households 10.54 20.64
- Commercial Establishments and bulk
waste generators 5.31
4.94
12.34
2
Street Sweeping and other cleaning
activities 0.48
3 Secondary Collection and Transportation
4 DWCC, ZWMC, Transfer Stations etc 14.41 2.05
5 Processing & Disposal 383.71 16.61
6 GPRS and Monitoring 1.05 -
7 Contingency@3% 12.46 -
Total 427.96 56.58
Permanent salary 21.67
Grand Total 78.25
Cost/Ton (5.41 TPD) Rs.59.06 lakhs Rs.2959
3. Financial Model of the project
Funding Pattern for Capex:
S. No. Source of funding % share Amount in Lakhs
1 GOI share 35.00% 149.79
2 GOK share 23.33% 99.86
3 Contribution by the CMC 41.67% 178.32
Total 100% 427.96
Funding pattern for Opex (O&M):
Sl.No Revenue for O&M 2017-18
Amount In lakhs
A O&M Expenses 78.25
B Revenue by sales 5.41
C Revenue by User charge / Cess 18.40
D Salaries from untied SFC 21.67
E Salaries from SFC grant for permanent staff 15.34
F Total revenue proposed 60.82
G Deficit / Surplus (A-F) 17.43
H % of cost recovered from Sales and SWM fee 30.42%
Proposed O&M and revenue for the period of five years
SL.No Revenue for O&M 2017-18 2018-19 2019-20 2020-21 2021-22
Description Amount in Rs. lakhs/ annum
A O&M Expenses 78.25 82.16 86.27 90.58 95.11
B Revenue by sales 5.41 6.22 7.15 8.23 9.46
C Revenue by User charge /
Cess 18.40 22.16 26.64 32.04 38.54
D Salaries from untied SFC 21.67 22.75 23.89 25.09 26.34
E Salaries from SFC grant for
permanent staff 15.34 16.11 16.91 17.76 18.65
F Total revenue proposed 60.82 67.24 74.60 83.11 92.99
G Deficit / Surplus (A-F) 17.43 14.92 11.67 7.47 2.12
H % of cost recovered from
Sales and SWM fee 30.42% 34.28% 38.89% 44.14% 50.13%
The Ministry of Urban Development (MoUD), GoI has introduced Service Level
Benchmarking as one of the appropriate systems for information management,
performance monitoring and benchmarking. This system is aimed at improving not
only the service provision but also the delivery of services to the consumers. MSWM
is one of the four basic urban services which MoUD has identified as a performance
parameter. These are indicators to measure the stepwise performance in MSWM at
ULB level. Under the 13th Finance Commission, Service Level Benchmarking is a key
criterion for performance grant of ULBs.
Exhibit 23 : SWM Service Level Benchmarks at a Glance
Sl. No
Indicator Unit Value
1 Household level coverage of SWM services
As % of households and establishments that are covered by daily door-step collection system.
100%
2 Efficiency of Collection of Municipal solid waste
As % of total waste collected by ULB and authorized service providers against waste generated within the project area (excluding the waste recycled through rag pickers)
100%
3 Extent of Segregation of municipal solid waste
As % of households and establishments that segregate their waste
100%
4 Extent of municipal solid waste recovered
Quantum of waste collected, which is either recycled or Processed, expressed as %.
80%
5 Extent of scientific disposal of solid waste
As % of waste disposed in a sanitary landfill site against total quantum of waste disposed in landfills and dump sites.
100%
6 Cost Recovery in SWM services
Expressed as % recovery of all operating expenses related to SWM Services that the ULB is able to meet from the operating revenues of sources related exclusively to SWM.
100%
7 Efficiency in Re-dressal of customer complaints
As a % of total number of SWM related complaints resolved against total number of SWM complaints received within 24 hrs time period
80%
8 Efficiency in collection of charges
Efficiency in collection is defined as - Current year revenues collected, expressed as a % of the Total operating revenues, for the corresponding time period.
90%
M/s MaRS Planning & Engineering Services Pvt. Ltd
37
Detailed Project Report for MSW Management for Saligrama Town Panchayath
packages could be undertaken independently by different operators. The private
operators could be selected through a transparent competitive bidding process. C&T
of MSW could be implemented by private operator under a service contract. The
integrated T&D facility could be developed under BOT concession framework.
A comparative analysis of the risks associated in an event of implementation of the
two options discussed above is set out in the table below:
Exhibit 58 : Comparative Analysis of risks
Options Parameters Impact
Service delivery by ULB
Manpower Recruitment & management of operational staff by ULB
Skill set
ULB would need to appoint technical consultants for developing a strategy for integrated MSW management and for design and construction of MSW treatment & disposal facilities. ULB would also be required to hire skilled manpower to operate and maintain the treatment and disposal facilities.
Service
Delivery
Since payments to operational staff are not
performance based and often their motivation levels are low, this could affect the level of service delivery.
Finances
ULB would need to mobilize finances for
procurement of tools / equipment and vehicles and for development of C&T and T&D facilities.
Project Risks
The projects related risks such as design risk, cost overrun risk, time risks etc. and adherence to applicable laws would be retained by ULB.
Service delivery by Private Operator
Manpower
ULB would need only supervisory staff as the private operator would be responsible for deployment of staff for providing MSW management services.
Skill set
The onus of providing skilled manpower would be with private operator.
Service
Delivery
As the payment to the operator would be made
subsequent to demonstration by him of adherence to performance standards specified by ULB, the service delivery levels would be high.
Finances
The private operator would need to mobilize finances for procurement of tools / equipment and vehicles and for development of T&D facilities.
Project Risks
The projects related risks such as design risk, cost overrun risk, time risks etc. and adherence to applicable laws would be retained by private operator.
M/s MaRS Planning & Engineering Services Pvt. Ltd
116
Detailed Project Report for MSW Management for Saligrama Town Panchayath
No Des criptio n o f Item No s Len gth Width Depth Qty Un its
1.8 8 cum
27 Rain water pipe - 100 dia UPCV 1 3.20 3 .2 0 rm t
28 Name Board 1 1.0 0 No s
29 Providing and fixing fixtures fo r Do o r incluidng screws etc., complete as per specification
Hinges 5" heavy duty 4 4 .0 0 each
Tower Bolt 300mm lonq 2 2 .0 0 each
Aluminum handles - 15cms 2 2 .0 0 each
Locking arrangments 1 1.0 0 each
Screws 40 mm 24 2 4 .0 0 each
(P.No.XIII, Material Componenels, Fixtures of PW
Abs tract Es tim ate fo r Secu rity & Tim e Office (2 .5 x 2 .5 m )
Sl. No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
1 KSRRB 200-9.Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth up to 300mm, by manual means, in area of Thorney jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials within a lead of 100 metres from road boundary, labour charges complete as per specifications.MORTH Chapter 2 (Page.120/Item No.18.12)
sqm 18.49 9.74 180.00
2 KSRB 2-2.1 : Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead up to 50 m. after breaking of clods complete as per specifications. specification. No. KBS 2.1(a) / 2.3.5 (Page 5/Item no. 2.3)
cum 13.36 195.25 2,608.21
3 KSRB 4-1.3: Providing and laying in position plain cement concrete of mix M 7.5 with OPC cement @ 180 Kgs with 40mm and down size graded granite metal of coarse aggregates @ 0.85 cum and fine aggregates @ 0.57 cum machine mixed, concrete laid in layers not exceeding 15cms thick, well compacted in foundation and plinth including cost of all materials, labour, HOM of machinery, curing complete as per Specification No. KBS 4.1, 4.2 (Page - 12/ Item no.4.3)
cum 2.25 5,722.20 12,849.49
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
Sl. No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
4 KSRB 4-1.6: Providing and laying in position plain cement concrete of mix M15 with OPC cement @ 240 Kgs with 20mm and down size graded granite metal of coarse aggregates @ 0.878 cum and fine aggregates @ 0.459 cum machine mixed, concrete laid in layers not exceeding 15cms thick, well compacted in foundation, plinth and cills including cost of all materials, labour, HOM of machinery, curing complete as per Specification No. KBS 4.1, 4.2 (Page - 12/ Item no.4.6)
cum 0.39 6,306.30 2,467.02
5 KSRB 5.2-3 : Providing and constructing granite / trap / basalt size stone masonry in foundation cement mortar 1:6, stone hammered dressed in courses not less than 20 cms high, bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications.(Page.25/Item No. 5.6)
cum 4.80 4,931.30 23,646.57
6 KSRB 4-1.2 : Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregates @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2
cum 0.25 5,997.20 1,506.26
7 Construction of laterite size stone masonry in CM 1:6 using available stonecuring etc complete as per specification. I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples FOR SUPER STRUCTURE (Cement = 45 kg.)
cum 6.08 2,270.40 13,812.43
8 KSRB 5-15: Providing and constructing non-load bearing wall with cement concrete solid blocks with compressive strength not less than 3.5 Newton/sqmm with cement mortar 1:4 (Jamb, closer blocks) with blocks of size 40X10X20cms. (1xbxh) conforming to IS 2185/1965 in superstructure including cost of materials, labour charges, scaffolding, curing complete as per specification. (P.No.28 I.No.5.28 of PW,P & IWTD SR 2011-12) Terrace Floor-Parapet
sqm 6.41 565.00 3,620.52
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
Sl. No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
9 KSRB 4-2.2: Providing and laying in position Reinforced Cement Concrete of design mix M-20 with OPC cement @ 320 Kgs with 20mm and down size graded granite metal of coarse aggregates @ 0.878 cum and fine aggregates @ 0.459 cum, with superplastisiser @ 3 Ltrs conforming to IS 9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation plinth and ground floor level for roof slabs, staircase, lintels, retaining walls, return walls, walls (any thickness) including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing complete as per Specification No. KBS 4.1, 4.6(Page - 13/ Item no.4.11)
cum 1.75 7,009.20 12,264.70
10 KSRB 4-2.10: Providing and laying in position Reinforced Cement Concrete of mix M-20 with OPC cement @ 24Kgs with 12mm and down size graded granite metal coarse aggregates @ 0.5175 cum and fine aggregates @ 0.345 cum, with superplastisiser @ 0.225 Ltrs, machine mixed, well compacted for Plain chajja of 7.5cms average thickness, up to ground floor level, including cost of all materials, labour, HOM of machinery, curing complete as per Specification No. KBS 4.1, 4.6(Page - 15/ Item no.4.19)
sqm 2.88 531.30 1,530.14
11 KSRB 4.9.2 : Providing TMT Steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per Specification (Page.19/Item No.4.46)
Tonne 0.18 64,812.00 11,666.16
12 KSRB 4-6.10: Providing and removing centering, shuttering, strutting, propping etc., for chajjas, corbels etc., including edges including cost of all materials, labour complete as per specification. Specification No.KBS 4.6.2
Sqm 2.88 216.15 622.51
13 KSRB 4-6.7: Providing and removing centering, shuttering, strutting, propping etc., an removal of form work for sides and soffits of beams, beam haunchings, cantilever, girders, bressumers and lintels not exceeding 1m in depth including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2
sqm 1.44 238.70 343.73
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
Sl. No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
14 KSRB 4-6.2 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as suspended floors, roofs, landings, balconies and likes, thickness up to 200 mm including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2 (Page.16/Item No.4.29)
sqm 14.45 594.00 8,585.44
Plastering -
15 KSRB15-3.5 : Providing 15mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications (Page.120/Item 15.13)
sqm 37.15 189.20 7,028.78
16 KSRB15-3.7 : Providing 18mm thick cement plaster in single coat with cement mortar 1:3, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (Page.120/Item 15.15)
sqm 46.65 248.60 11,596.20
17 KSRB15-4.4 Extra for providing and mixing waterproofing compound in cement plaster work at one kg per bag or in the proportion recommended by the manufacturers, forcement mortar 1:4, 18mm thick cost of materials complete as per specifications.
sqm 12.67 9.30 117.80
Painting - -
18 KSRB 15-14.1 :Providing and applying two coats with oil bound washable distemper of approved brand and shade on wall surface including priming coat with distemper primer after thoroughly brooming the surface free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour, complete as per specifications. (Page.124/ Item No.15.49.1)
sqm 37.15 74.58 2,770.65
19 KSRB 15-16.1 : Providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade to give an even shade after thoroughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications.(Page.125/Item No.15.53.2) - with primer coat.
sqm 46.65 78.76 3,673.84
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
Sl. No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
20 providing and finishing external walls in two coats over one coat of 100% acrylic silicon glazed primer with antifungal paint for top coat of approved brand and shade and to give an even shade after thoroughly brooming the surface to remove all loose dirt and loose powdered material, free from mortar drops and other foreign matter, cost of materials, labour, complete as per specifications
sqm 46.65 154.00 7,183.48
21 Providing and fixing Special make glazed Vitrified tiles (Granomite finish) of approved make, quality and colour of size 600x600x10mm thick fixed on existing flooring with a special roffe adhesive for flooring and skirting etc., complete including providing spears at required interval and removing stains etc., complete (Page.115/I.No.14.43)
sqm 9.22 973.50 8,979.08
22 Supply and fixing of door frame made of hollow extruded PVC Section (Nandi or Equivalent) having dimension of 40x57mm with the wall thickness of 2mm+/-0.2mm duly reinforced with seasoned wood plank at the hinges side. The door frame top 2corners shall be metric cut/ welded.
M 6.40 253.00 1,619.20
23 SOLID PANEL PVC DOOR SHUTTER Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm fro styles and 15x15mm for top & bottom rails, covered with heat moulded PVC channel of 5mm thick sheet & 30 x 50mm wide to form styles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the styles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 m.m Aluminium hinges.
sqm 1.89 3,492.50 6,600.83
24 KSRB 7.9 : Providing and fixing M.S.grill work for windows and ventilators weighing 21kg/sqm using M.S. flats, or M.S. square rods, or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer, cost of materials, fixtures, labour and HOM of machinery complete as per specifications. Specification No. KBS 7.12
Kgs 32.04 107.03 3,429.24
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
Sl. No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
25 KSRB 7.10 : Providing and fixing in position aluminium windows and ventilators as per approved drawings with sliding shutters using double track window frame section of size 61.85x31.75mm. with 1.2mm thick, bottom section weight 0.695 kg/m, sides and top sections 1.3 mm. thick weight 0.659 kg/m; and shutter comprising top and bottom section of size 40mmx18mm, 1.25mm thick 0.417 kg./m; shutter outer side 40mmx18mm, 1.25mm.thick weight 0.417 kg/m, shutter interlock section 40mmx26.7mm, 1.1mm thick, weight 0.469 kg/m. the shutters mounted on nylon rollers with approved quality of fixtures such as aluminium handles tower bolts etc.; and providing and fixing 5.5mm. thick plain glass for shutters fitted with rubber beading aluminium sections including cutting to required length, joints mitred subdividing the frame tenonned and rivetted in the assembled frame stiffened with end clips at corners angles etc., and fixed to the walls, lintels, floor beams/cills as the case may be with necessary steel screws, raul plugs, or teak wood gatties including cutting masonry or concrete and making good the original surface using cement mortar, aluminium sections pretreated for removal of any Specification No. KBSusing aluminium section anodized to 12 - 15 microns.
sqm 3.60 4,086.50 14,711.40
26 KSRB 2.3 : Filling available excavated earth ( excluding rock ) in sides of foundations up to plinth in layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming after watering with lead up to 50 m. and lift up to 1.5 m. including cost of all labour complete as per specifications. (Page -6/Item no.2.10)
cum 1.88 131.45 246.47
27 Providing and fixing to wall, ceiling and floor unplasticised PVC pipes 10.00 kgf/sq.cm working pressure chemp plast / Wavin or equivalent make with pipe fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM of equipment's and testing complete as per specifications.
rmt 3.20 496.10 1,587.52
28 Providing & writing letters for Building name with approved colour synthetic enamel paint including primer & letter writing on the facia of the front portico/parapet as per the drawings enclosed for the purpose of name board of SWM buildings using white paint on the back ground & lettering with approved colour paint & providing border all around pheriphery as per the typical drawing enclosed including cost of all the materials, labour, scaffolding & transportation with all lead & lift etc., complete as per the directions of the Engineer-in-charge of the work
Nos 1.00 2,000.00 2,000.00
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item No s Len gth Width Depth Qty Un its
1 2 3 4 5 6 7 8
24 Supply and fixing of aluminum window and Ventilators with Shutters
For Window (W1) 2 1.50 1.20 3 .6 0 s qm
25 Backfilling with available soil
Total earth work in excavation 23.79
Deductions : -
PCC (2.86)
CRS (10.04)
For Flooring area 2 3.60 3.00 0.30 6.48
6 .4 8 cum
26 Rain water pipe - 100 dia UPCV 2 3.20 6 .4 0 rm t
27 Name Board 1 1.0 0 No s
28 Providing and fixing fixtures fo r Do o r
incluidng screws etc., complete as per specification
Hinges 5" heavy duty 4 4 .0 0 each
Tower Bolt 300mm lonq 2 2 .0 0 each
Aluminum handles - 15cms 2 2 .0 0 each
Locking arrangments 1 1.0 0 each
Screws 40 mm 24 2 4 .0
0
each
(P.No.XIII, Material Componenels, Fixtures of PW
Abs tract Es tim ate fo r Wo rker's Res t Ro o m
Sl.
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
1 KSRRB 200-9.Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth up to 300mm, by manual means, in area of Thorney jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials within a lead of 100 metres from road boundary, labour charges complete as per specifications.MORTH Chapter 2 (Page.120/Item No.18.12)
sqm 32.50 9.74 316.39
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
2 KSRB 2-2.1 : Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead up to 50 m. after breaking of clods complete as per specifications. specification. No. KBS 2.1(a) / 2.3.5 (Page 5/Item no. 2.3)
cum 23.79 195.25 4,645.21
3 KSRB 4-1.2 : Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregates @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2
cum 4.71 5,997.20 28,267.74
4 KSRB 4-1.6: Providing and laying in position plain cement concrete of mix M15 with OPC cement @ 240 Kgs with 20mm and down size graded granite metal of coarse aggregates @ 0.878 cum and fine aggregates @ 0.459 cum machine mixed, concrete laid in layers not exceeding 15cms thick, well compacted in foundation, plinth and cills including cost of all materials, labour, HOM of machinery, curing complete as per Specification No. KBS 4.1, 4.2 (Page - 12/ Item no.4.6)
cum 0.55 6,306.30 3,465.94
5 KSRB 5.2-3 : Providing and constructing granite / trap / basalt size stone masonry in foundation cement mortar 1:6, stone hammered dressed in courses not less than 20 cms high, bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications.(Page.25/Item No. 5.6)
cum 10.04 4,931.30 49,490.03
6 Construction of laterite size stone masonry in CM 1:6 using available stonecuring etc complete as per specification. I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples FOR SUPER STRUCTURE (Cement = 45 kg.)
cum 15.85 2,270.40 35,979.48
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
7 KSRB 5-15: Providing and constructing non-load bearing wall with cement concrete solid blocks with compressive strength not less than 3.5 Newton/sqmm with cement mortar 1:4 (Jamb, closer blocks) with blocks of size 40X10X20cms. (1xbxh) conforming to IS 2185/1965 in superstructure including cost of materials, labour charges, scaffolding, curing complete as per specification. (P.No.28 I.No.5.28 of PW,P & IWTD SR 2011-12) Terrace Floor-Parapet
sqm 9.80 565.00 5,537.57
8 KSRB 4-2.2: Providing and laying in position Reinforced Cement Concrete of design mix M-20 with OPC cement @ 320 Kgs with 20mm and down size graded granite metal of coarse aggregates @ 0.878 cum and fine aggregates @ 0.459 cum, with superplastisiser @ 3 Ltrs conforming to IS 9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation plinth and ground floor level for roof slabs, staircase, lintels, retaining walls, return walls, walls (any thickness) including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing complete as per Specification No. KBS 4.1, 4.6(Page - 13/ Item no.4.11)
cum 4.52 7,009.20 31,651.27
9 KSRB 4-2.10: Providing and laying in position Reinforced Cement Concrete of mix M-20 with OPC cement @ 24Kgs with 12mm and down size graded granite metal coarse aggregates @ 0.5175 cum and fine aggregates @ 0.345 cum, with superplastisiser @ 0.225 Ltrs, machine mixed, well compacted for Plain chajja of 7.5cms average thickness, up to ground floor level, including cost of all materials, labour, HOM of machinery, curing complete as per Specification No. KBS 4.1, 4.6(Page - 15/ Item no.4.19)
sqm 3.60 531.30 1,912.68
10 KSRB 4.9.2 : Providing TMT Steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per Specification (Page.19/Item No.4.46)
Tonne 0.26 64,812.00 16,851.12
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
11 KSRB 4-6.10: Providing and removing centering, shuttering, strutting, propping etc., for chajjas, corbels etc., including edges including cost of all materials, labour complete as per specification. Specification No.KBS 4.6.2
Sqm 3.60 216.15 778.14
12 KSRB 4-6.7: Providing and removing centering, shuttering, strutting, propping etc., an removal of form work for sides and soffits of beams, beam haunchings, cantilever, girders, bressumers and lintels not exceeding 1m in depth including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2
sqm 1.80 238.70 429.66
13 KSRB 4-6.2 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as suspended floors, roofs, landings, balconies and likes, thickness up to 200 mm including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2 (Page.16/Item No.4.29)
sqm 37.61 594.00 22,338.50
Plastering -
14 KSRB15-3.5 : Providing 15mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications (Page.120/Item 15.13)
sqm 99.81 189.20 18,884.05
15 KSRB15-3.7 : Providing 18mm thick cement plaster in single coat with cement mortar 1:3, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (Page.120/Item 15.15)
sqm 111.56 248.60 27,733.82
16 KSRB15-4.4 Extra for providing and mixing waterproofing compound in cement plaster work at one kg per bag or in the proportion recommended by the manufacturers, forcement mortar 1:4, 18mm thick cost of materials complete as per specifications.
sqm 34.47 9.30 320.39
Painting - -
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
17 KSRB 15-14.1 :Providing and applying two coats with oil bound washable distemper of approved brand and shade on wall surface including priming coat with distemper primer after thoroughly brooming the surface free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour, complete as per specifications. (Page.124/ Item No.15.49.1)
sqm 99.81 74.58 7,443.83
18 KSRB 15-16.1 : Providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade to give an even shade after thoroughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications.(Page.125/Item No.15.53.2) - with primer coat.
sqm 111.56 78.76 8,786.47
19 providing and finishing external walls in two coats over one coat of 100% acrylic silicon glazed primer with antifungal paint for top coat of approved brand and shade and to give an even shade after thoroughly brooming the surface to remove all loose dirt and loose powdered material, free from mortar drops and other foreign matter, cost of materials, labour, complete as per specifications
sqm 111.56 154.00 17,180.24
20 Providing and fixing Special make glazed Vitrified tiles (Granomite finish) of approved make, quality and colour of size 600x600x10mm thick fixed on existing flooring with a special roffe adhesive for flooring and skirting etc., complete including providing spears at required interval and removing stains etc., complete (Page.115/I.No.14.43)
sqm 26.51 973.50 25,808.46
21 Supply and fixing of door frame made of hollow extruded PVC Section (Nandi or Equivalent) having dimension of 40x57mm with the wall thickness of 2mm+/-0.2mm duly reinforced with seasoned wood plank at the hinges side. The door frame top 2corners shall be metric cut/ welded.
M 12.80 253.00 3,238.40
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
22 SOLID PANEL PVC DOOR SHUTTER Providing & fixing 30mm thick factory made rigid foam Panelled Door Shutters made from M.S. tube of 19 gauge thickness, size 19x19mm fro styles and 15x15mm for top & bottom rails, covered with heat moulded PVC channel of 5mm thick sheet & 30 x 50mm wide to form styles & 5mm thick & 75mm wide PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick 20mm wide PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet fitted in the M.S. Frame, Sealed to the styles & rails with 5x30mm PVC sheet beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75 m.m Aluminium hinges.
sqm 3.78 3,492.50 13,201.65
23 KSRB 7.9 : Providing and fixing M.S.grill work for windows and ventilators weighing 21kg/sqm using M.S. flats, or M.S. square rods, or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer, cost of materials, fixtures, labour and HOM of machinery complete as per specifications. Specification No. KBS 7.12
Kgs 32.04 107.03 3,429.24
24 KSRB 7.10 : Providing and fixing in position aluminium windows and ventilators as per approved drawings with sliding shutters using double track window frame section of size 61.85x31.75mm. with 1.2mm thick, bottom section weight 0.695 kg/m, sides and top sections 1.3 mm. thick weight 0.659 kg/m; and shutter comprising top and bottom section of size 40mmx18mm, 1.25mm thick 0.417 kg./m; shutter outer side 40mmx18mm, 1.25mm.thick weight 0.417 kg/m, shutter interlock section 40mmx26.7mm, 1.1mm thick, weight 0.469 kg/m. the shutters mounted on nylon rollers with approved quality of fixtures such as aluminium handles tower bolts etc.; and providing and fixing 5.5mm. thick plain glass for shutters fitted with rubber beading aluminium sections including cutting to required length, joints mitred subdividing the frame tenonned and rivetted in the assembled frame stiffened with end clips at corners angles etc., and fixed to the walls, lintels, floor beams/cills as the case may be with necessary steel screws, raul plugs, or teak wood gatties including cutting masonry or concrete and making good the original surface using cement mortar, aluminium sections pretreated for removal of any Specification No. KBSusing aluminium section anodized to 12 - 15 microns.
sqm 3.60 4,086.50 14,711.40
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
25 KSRB 2.3 : Filling available excavated earth ( excluding rock ) in sides of foundations up to plinth in layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming after watering with lead up to 50 m. and lift up to 1.5 m. including cost of all labour complete as per specifications. (Page -6/Item no.2.10)
cum 6.48 131.45 851.80
26 Providing and fixing to wall, ceiling and floor unplasticised PVC pipes 10.00 kgf/sq.cm working pressure chemp plast / Wavin or equivalent make with pipe fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM of equipment's and testing complete as per specifications.
rmt 6.40 496.10 3,175.04
27 Providing & writing letters for Building name with approved colour synthetic enamel paint including primer & letter writing on the facia of the front portico/parapet as per the drawings enclosed for the purpose of name board of SWM buildings using white paint on the back ground & lettering with approved colour paint & providing border all around pheriphery as per the typical drawing enclosed including cost of all the materials, labour, scaffolding & transportation with all lead & lift etc., complete as per the directions of the Engineer-in-charge of the work
nos 1.00 2,000.00 2,000.00
28 Providing and fixing fixtures fo r Do o r incluidng screws etc., complete as per specification
Hinges 5" heavy duty Each 4.00 40.70 162.80
Tower Bolt 300mm lonq Each 2.00 127.60 255.20
Aluminum handles - 15cms Each 2.00 66.00 132.00
Locking arrangments Each 1.00 696.30 696.30
Screws 40 mm Each 24.00 3.30 79.20
(P.No.XIII, Material Componenels, Fixtures of PW
Gran d To tal Am o u n t in INR :
3 4 9 ,754 .0 2
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item No s Len gth Width Depth Qty Un its
1 2 3 4 5 6 7 8
19 KSRB 11-3: Providing & fixing White Vitreous China clay, Water closet Indian type (squatting pan) of size 580mm with foot rests, 100mm S or P trap, (approved makeincluding cost of materials, labour) cutting & making good the wall & floor wherever required, complete as per specifications.
2 2 .0 0 pan
20 KSRB 11-11.4 : Providing and fixing white vitreuos china clay, flat back wash basin size 550x400mm with a single 15mm CP. Brass pillar tap with CI/MS bracekets, 32mm CP brass waste of standard pattern, painting of fittings and brackets, cutting and making good the wall and floor wherver required, including cost of materials, labour complete as per specifications. Specification No. KBS 11
2 2 .0 0 un it
21 Providing & fixing to wall, ceiling and floor unplasticised PVC 6.00 kgs/sqcm working pressure with pipe fittings, wall clips etc., and making good the wall, ceiling and floor for sanitary pipelines including cost of all materials, labour charges, HOM of acquirements and testing complete as per specification. 110mm dia
4 4.00 16 .0 0 m
22 KSRB 13-8.6: Providing & fixing to wall, ceiling and floor medium density polyethylene pipes 6.00 kgs/sqcm working pressure 20mm outside diameter with special flange, compression type fittings, wall clips etc., and making good the wall, ceiling and floor for sanitary pipelines including cost of all materials, labour charges, HOM of acquirements and testing complete as per specification. No. KBS 13.2.15.1/13.9 for internal water supply connection.63mm dia
4 15.00 6 0 .0 0 m
23 Providing & Fixing CI Nahani trap of approved make conforming to ISI specifications & Construction of Cistern inM-15, 12.50 cmsX7.5 cms
6 6 .0 0 each
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
Abs tract Es tim ate fo r To ile t Blo ck & Septic Tan k w ith So ak Pit
Sl.
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
1 KSRRB 200-9.Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth up to 300mm, by manual means, in area of Thorney jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials within a lead of 100 metres from road boundary, labour charges complete as per specifications.MORTH Chapter 2 (Page.120/Item No.18.12)
sqm 155.67 9.74 1,515.48
2 KSRB 2-2.1 : Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead up to 50 m. after breaking of clods complete as per specifications. specification. No. KBS 2.1(a) / 2.3.5 (Page 5/Item no. 2.3)
cum 36.28 195.25 7,082.71
3 KSRB 4-1.2 : Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregates @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2
cum 8.56 5,997.20 51,308.16
4 KSRB 5.2-3 : Providing and constructing granite / trap / basalt size stone masonry in foundation cement mortar 1:6, stone hammered dressed in courses not less than 20 cms high, bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications.(Page.25/Item No. 5.6)
Cum 8.44 4,931.30 41,621.16
5 Construction of laterite size stone masonry in CM 1:6 using available stonecuring etc complete as per specification. I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples FOR SUPER STRUCTURE (Cement = 45 kg.)
cum 14.64 2,270.40 33,247.40
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
6 KSRB 5-15: Providing and constructing non-load bearing wall with cement concrete solid blocks with compressive strength not less than 3.5 Newton/sqmm with cement mortar 1:4 (Jamb, closer blocks) with blocks of size 40X10X20cms. (1xbxh) conforming to IS 2185/1965 in superstructure including cost of materials, labour charges, scaffolding, curing complete as per specification.
sqm 44.87 748.57 33,586.93
7 KSRB 4-2.2: Providing and laying in position Reinforced Cement Concrete of design mix M-20 with OPC cement @ 320 Kgs with 20mm and down size graded granite metal of coarse aggregates @ 0.878 cum and fine aggregates @ 0.459 cum, with superplastisiser @ 3 Ltrs conforming to IS 9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation plinth and ground floor level for roof slabs, staircase, lintels, retaining walls, return walls, walls (any thickness) including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing complete as per Specification No. KBS 4.1, 4.6(Page - 13/ Item no.4.11)
cum 4.60 7,009.20 32,233.45
8 KSRB 4.9.2 : Providing TMT Steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per Specification (Page.19/Item No.4.46)
Tonne 0.52 64,812.00 33,702.24
9 KSRB 4-6.1 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2 (Page.16/Item No.4.28)
sqm 41.84 216.15 9,043.81
Plastering - -
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
10 KSRB15-3.5 : Providing 15mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications (Page.120/Item 15.13)
sqm 121.51 189.20 22,989.62
11 KSRB15-3.7 : Providing 18mm thick cement plaster in single coat with cement mortar 1:3, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (Page.120/Item 15.15)
sqm 109.68 248.60 27,265.85
12 KSRB15-4.4 Extra for providing and mixing waterproofing compound in cement plaster work at one kg per bag or in the proportion recommended by the manufacturers, forcement mortar 1:4, 18mm thick cost of materials complete as per specifications.
sqm 31.93 9.30 296.98
Painting - -
13 KSRB 15-14.1 :Providing and applying two coats with oil bound washable distemper of approved brand and shade on wall surface including priming coat with distemper primer after thoroughly brooming the surface free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour, complete as per specifications. (Page.124/ Item No.15.49.1)
sqm 121.51 74.58 9,062.19
14 KSRB 15-16.1 : Providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade to give an even shade after thoroughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications.(Page.125/Item No.15.53.2) - with primer coat.
sqm 109.68 78.76 8,638.21
15 providing and finishing external walls in two coats over one coat of 100% acrylic silicon glazed primer with antifungal paint for top coat of approved brand and shade and to give an even shade after thoroughly brooming the surface to remove all loose dirt and loose powdered material, free from mortar drops and other foreign matter, cost of materials, labour, complete as per specifications
sqm 109.68 154.00 16,890.35
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
16 KSRB 14.14-5: Providing Ceramic tiles of approved make, shade and size for flooring, treads of steps and landings laid on a bed of 12mm thick, cement mortar 1:3 mix, flush pointing with white cement using colour pigment , including cost of materials, labour, curing, complete as per specifications. (Page.114/Item No.14.36) for Ceramic Tiles of size 30x30cms
sqm 20.93 1,072.50 22,442.06
17 KSRB 14-17.1 : Providing skirting, dado, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over rough plaster surface (excluding cost of rough plastered surface which should be measured and paid separately) using glazed tiles of approved make and size including cost of materials, labour, complete as per Specification No.KBS 14.16, 14.17 (Page.115/Item No.14.40)
sqm 75.60 973.50 73,596.60
18 SOLID PANEL PRELAM PVC DOOR SHUTTER Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for styles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form styles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the styles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm. Aluminium hinges. with both side prelam
sqm 10.08 4,391.20 44,263.30
19 KSRB 11-3: Providing & fixing White Vitreous China clay, Water closet Indian type (squatting pan) of size 580mm with foot rests, 100mm S or P trap, (approved makeincluding cost of materials, labour) cutting & making good the wall & floor wherever required, complete as per specifications.
pan 2.00 1,732.50 3,465.00
20 KSRB 11-11.4 : Providing and fixing white vitreuos china clay, flat back wash basin size 550x400mm with a single 15mm CP. Brass pillar tap with CI/MS bracekets, 32mm CP brass waste of standard pattern, painting of fittings and brackets, cutting and making good the wall and floor wherver required, including cost of materials, labour complete as per specifications. Specification No. KBS 11
Unit 2.00 2,996.40 5,992.80
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
21 Providing & fixing to wall, ceiling and floor unplasticised PVC 6.00 kgs/sqcm working pressure with pipe fittings, wall clips etc., and making good the wall, ceiling and floor for sanitary pipelines including cost of all materials, labour charges, HOM of acquirements and testing complete as per specification. 110mm dia
m 16.00 451.00 7,216.00
22 KSRB 13-8.6: Providing & fixing to wall, ceiling and floor medium density polyethylene pipes 6.00 kgs/sqcm working pressure 20mm outside diameter with special flange, compression type fittings, wall clips etc., and making good the wall, ceiling and floor for sanitary pipelines including cost of all materials, labour charges, HOM of acquirements and testing complete as per specification. No. KBS 13.2.15.1/13.9 for internal water supply connection.63mm dia
m 60.00 297.55 17,853.00
23 Providing & Fixing CI Nahani trap of approved make conforming to ISI specifications & Construction of Cistern inM-15, 12.50 cmsX7.5 cms
Each 6.00 313.50 1,881.00
24 PVC Lead connection pipe 32mm dia for Wash Basins 32mm, (P.No.XVIII, I.No.519 Material Components
Each 4.00 150.70 602.80
25 I'VC Storage tank SI. No.853, Item No. .'i()3 in Material Components
L 1,000.00 5.50 5,500.00
26 KSRB13-6.1-2 : Providing and fixing in position brass bib cock of approved quality 20mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. Specification No.KBS 13.2.2 / 13.3
Each 6.00 265.65 1,593.90
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
27 Constructing brick masonry inspection chamber 450x450mm, and 450mm depth, ( clear inside dimension ) for single pipeline, using table moulded non-modular bricks of class designation 50 in cement mortar 1:5, C.I cover withframe (light duty) 455x610mm internal dimensions, total weight of cover with frame to be not less than 38 kg ( weight of cover 23kg and weight of frame 15 kg) R.C.C. top slab with cement concrete M 15 with 20mm and downsize granite metal, foundation concrete M 5 with 40mm and downsize granite metal inside plastering 12mm thick with cement mortar 1:3, finish smooth with a floating coat of cement on walls and bed concrete complete as per standard design including cost of materials, labour charges, curing complete as per specifications. Specification No. KBS 450x450mm and 450mm depth ( clear inside dimension ) for single pipeline, using table moulded non-modular bricks of class designation 50 in cement mortar 1:5, C.I cover withframe (light duty) 450x450mm
nos 1.00 4,901.60 4,901.60
28 Providing and fixing fixtures fo r Do o r incluidng screws etc., complete as per specification
Hinqes 5" heavy duty Each 4.00 40.70 162.80
Tower Bolt 300mm lonq Each 2.00 127.60 255.20
Aluminum handles - 15cms Each 2.00 66.00 132.00
Locking arrangments Each 1.00 696.30 696.30
40mm Screws Each 24.00 3.30 79.20
(P.No.XIII, Material Componenels, Fixtures of PW
29 KSRB 9-26.3 : Providing and fixing in position fully glazed shutters for ventilators side hung or central pivoted with Mathi/ Nandi wood styles and rails of 25mm. thick, 50mm wide and central divider of 25mm. wide, 3mm thick reeded glass fixed with wooden beading of size 10mm wide flushed to the thickness of the frame including cost of materials, labour charges, HOM of machineries complete as per specifications. ( excluding cost of fixtures ) Specification No. KBS 9.34, 9.42
sqm 1.08 2,250.60 2,430.65
30 Providing and fixing to wall, ceiling and floor unplasticised PVC pipes 10.00 kgf/sq.cm working pressure chemp plast / Wavin or equivalent make with pipe fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM of equipment's and testing complete as per specifications.
rmt 3.70 496.10 1,835.57
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
31 KSRB 2.3 : Filling available excavated earth ( excluding rock ) in sides of foundations up to plinth in layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming after watering with lead up to 50 m. and lift up to 1.5 m. including cost of all labour complete as per specifications. (Page -6/Item no.2.10)
cum 40.63 131.45 5,340.24
32 KSRB 2.6 : Providing and filling sand in foundation up to plinth to required depth for sub soil treatment including watering ramming with lead up to 50m. and lift up to 1.5 m. complete as per specifications. specification. No. KBS 2.10.2 (Page -6/Item no.2.13)
cum (0.14) 1,879.90 (265.76)
33 Supply and fixing of Stone Spalls Quarry Rubbish cum 1.52 1,320.00 2,003.76
34 Supply and fixing of Manhole cover 450 dia nos 1.00 2,750.00 2,750.00
35 KSRB 12-6.1 : Providing 20mm square M.S footrest and fixing in manhole with 1:3:6 cement concrete block of 20x20x10cms, using 20mm and down size metal of size including cost of materials, labour charges, curing complete as per specifications.(Page.74/I.No.11.44)
nos 7.00 293.15 2,052.05
36 Providing & writing letters for Building name with approved colour synthetic enamel paint including primer & letter writing on the facia of the front portico/parapet as per the drawings enclosed for the purpose of name board of SWM buildings using white paint on the back ground & lettering with approved colour paint & providing border all around pheriphery as per the typical drawing enclosed including cost of all the materials, labour, scaffolding & transportation with all lead & lift etc., complete as per the directions of the Engineer-in-charge of the work
nos 3.00 2,000.00 6,000.00
Gran d To tal Am o u n t in INR :
54 1,2 6 4 .6 0
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
Abs tract Es tim ate fo r Un de r Gro un d Su m p - 5 .0 0 x 4 .0 0 x 2 .50 + 0 .50 m FB
Sl.
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
1 KSRB 2-2.1 : Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead up to 50 m. after breaking of clods complete as per specifications. specification. No. KBS 2.1(a) / 2.3.5 (Page 5/Item no. 2.3)
cum 142.08 195.25 27,741.12
2 KSRB 4-1.2 : Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregates @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2
cum 4.02 5,997.20 24,099.75
3 KSRB 4-2.2: Providing and laying in position Reinforced Cement Concrete of design mix M-20 with OPC cement @ 320 Kgs with 20mm and down size graded granite metal of coarse aggregates @ 0.878 cum and fine aggregates @ 0.459 cum, with superplastisiser @ 3 Ltrs conforming to IS 9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation plinth and ground floor level for roof slabs, staircase, lintels, retaining walls, return walls, walls (any thickness) including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing complete as per Specification No. KBS 4.1, 4.6(Page - 13/ Item no.4.11)
cum 17.72 7,009.20 124,174.99
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
4 KSRB 4.9.2 : Providing TMT Steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per Specification (Page.19/Item No.4.46)
kg 0.90 64,812.00 58,330.80
5 KSRB 4-6.1 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2 (Page.16/Item No.4.28)
sqm 124.62 216.15 26,936.61
6 KSRB 2.3 : Filling available excavated earth ( excluding rock ) in sides of foundations up to plinth in layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming after watering with lead up to 50 m. and lift up to 1.5 m. including cost of all labour complete as per specifications. (Page -6/Item no.2.10)
cum 70.35 131.45 9,246.92
7 Supply and laying of PVC Water Stopper rmt 56.40 495.00 27,918.00
8 Supply and fixing of Manhole cover 450 dia nos 1.00 2,750.00 2,750.00
9 KSRB 12-6.1 : Providing 20mm square M.S footrest and fixing in manhole with 1:3:6 cement concrete block of 20x20x10cms, using 20mm and down size metal of size including cost of materials, labour charges, curing complete as per specifications.(Page.74/I.No.11.44)
nos 14.00 293.15 4,104.10
Gran d To tal Am o u n t in INR :
3 0 5,3 0 2 .2 8
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
13 KSRB 2-2.1 : Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead up to 50 m. after breaking of clods complete as per specifications. specification. No. KBS 2.1(a) / 2.3.5 (Page 5/Item no. 2.3)
1 140.00 1.20 1.00 16 8 .0 0 Cu m
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
14 KSRB 4-1.7: Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @220 kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.84 Cum and Fine aggregates @ 0.56 Cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted in foundation , plinth and cills including cost of all materials, labour, HOM of machinary, curing complete as per specifications KBS no. 4.1,4.2 page no.13
1 140.00 1.20 0.10 16 .8 0 Cu m
15 KSRRB M2200 : - Plain/ Reinforced Cement Concrete in sub-structure complete as per drawing and technical specifications complete as per specifications. MORTH Specification No. 1500, 1700 & 2200 KSRRB M2200-5.9: - Design mix M20 with OPC cement @ 320 kgs, with 20mm and downsize graded granite metal coarse aggregates @ 0.69 cum and fine aggregate @ 0.46cum, with superplastisizer @ 3lts confirming to IS9103-1999 Reaffirmed - 2008 - i) upto 5m height including cost of all labour charges complete as per specifications. as directed by the Engineer, with all lead and lift etc. complete as per specifications.
Raft 1 140.00 1.00 0.10 14.00
Walls 2 140.00 0.60 0.200 33.60
Slab 1 140.00 1.00 0.20 28.00
75.6 0 Cu m
16 KSRRB M2200-6. Supplying, fitting and placing TMT bar reinforcement in sub structure complete as per drawing and technical specifications complete as per specifications. MORTH specification No. 1600 & 2200 including cost of all labour charges complete as per specifications. as directed by the Engineer, with all lead and lift etc. complete as per specifications.
For Drain MB 10mm 150C/c, DB 10mm 200 c/c. For Slab
MB 12 mm 200 c/c, DB 10 mm 200 c/c
5.0 0 To n n
e
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
17 KSRB 4-6.1: Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete inclusing cost of all materials, labour complete as per specifications.KBS 4.6.2 Item no.4.2.8 page no.15
4 140.00 0.60 336.00
1 140.00 0.60 84.00
2 140.00 0.20 56.00
4 76 .0 0 Sqm
18 Asbestos Sheets 1 16.50 50 825.00
1 133.00 0.9 119.70
9 4 4 .70 Sqm
19 Name Board 1 1.0 0 No s
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
Abs tract Es tim ate fo r Co m po s t Pro ces s in g Plan t
Sl.
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
1 KSRRB 200-9.Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth up to 300mm, by manual means, in area of Thorney jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials within a lead of 100 metres from road boundary, labour charges complete as per specifications.MORTH Chapter 2 (Page.120/Item No.18.12)
sqm 1,107.00 9.74 10,776.65
2 KSRB 2-2.1 : Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead up to 50 m. after breaking of clods complete as per specifications. specification. No. KBS 2.1(a) / 2.3.5 (Page 5/Item no. 2.3)
cum 151.63 195.25 29,606.15
3 KSRB 4-1.2: Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @ 220 Kgs with 20mm and down size graded granite metal of coarse aggregates @ 0.84 cum and fine aggregates @ 0.56 cum machine mixed, concrete laid in layers not exceeding 15cms thick, well compacted in foundation, plinth and cills including cost of all materials, labour, HOM of machinery, curing complete as per Specification No. KBS 4.1, 4.2
cum 6.66 5,722.20 38,086.96
4 KSRRB M400-17. Providing, laying, spreading and compacting graded stones aggregate to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification No. 406 (Page.143/Item No.20.18)
cum 82.50 2,833.60 233,772.00
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
5 KSRB 4-2.2: Providing and laying in position Reinforced Cement Concrete of design mix M-20 with OPC cement @ 320 Kgs with 20mm and down size graded granite metal of coarse aggregates @ 0.878 cum and fine aggregates @ 0.459 cum, with superplastisiser @ 3 Ltrs conforming to IS 9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation plinth and ground floor level for roof slabs, staircase, lintels, retaining walls, return walls, walls (any thickness) including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing complete as per Specification No. KBS 4.1, 4.6(Page - 13/ Item no.4.11)
cum 65.14 7,009.20 456,562.82
6 KSRRB M600-1: Construction of dry lean cement concrete mix M5 with OPC cement @ 160Kgs,with 25mm and down size graded granite metal coarse aggregate at 0.86cum and fine aggregates @ 0.58cum Sub –base over a prepared sub grade with coarse and fine aggregate conforming to IS:383, aggregate cement ratio not to exceed 15:1, aggregate gradation AFTER BLENDING TO BE AS PER Table 600-1, cement concrete not less than 160Kg/cum, optimum moisture content to be determined during trial length, construction, concrete strength not to be less than 10MPA at 7 days, mixed in a batching plant, transporing to site laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing complete as per specification. MORTH Specification No 601
Cum 82.50 4,823.50 397,938.75
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
7 KSRRB M600-2: Cement Concrete Pavement, Construction of un-reinforced dowel jointed, plain cement concrete pavement over a prepared sub base with OPC cement design mix M30 at 360 kg per cum, coarse with 25mm and down size graded granite metal coarse aggregate at 0.69cum and fine aggregates @ 0.46cum with superplastisizer at 3lts conforming to IS 9103-1999 reaffirmed 2008, coarse and fine aggregate conferming to IS:383, mixing size of course aggregate not exceeding 25mm mixing in a batching and mixing plant as per approved design, transporing to site laid with a fixed form or slip from paver, spread, compacted and finished in a continuous operation including provision of contraction, expantion, construction and longitudinal joints, joint filters, separation membrane, sealent primer,joint sealent, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound,finishing to lines and grades as per specification. MORTH Specification No 602
Cum 165.00 7,994.80 1,319,142.00
8 KSRB 4.9.2 : Providing TMT Steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per Specification (Page.19/Item No.4.46)
Tonne 7.40 63,808.80 472,185.12
9 KSRB 4-6.1 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2 (Page.16/Item No.4.28)
sqm 252.30 216.15 54,535.51
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
10 KSRB 4-6.7: Providing and removing centering, shuttering, strutting, propping etc., an removal of form work for sides and soffits of beams, beam haunchings, cantilever, girders, bressumers and lintels not exceeding 1m in depth including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2
Sqm 238.30 238.70 56,881.26
11 KSRB 2.3 : Filling available excavated earth ( excluding rock ) in sides of foundations up to plinth in layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming after watering with lead up to 50 m. and lift up to 1.5 m. including cost of all labour complete as per specifications. (Page -6/Item no.2.10)
cum 125.92 131.45 16,552.26
12 Fabricating, supplying & erecting M.S. angular Truss of span upto 10m. The bottom & top member is provided with 50x50x6mm double equal angles, welded back to back and in between top & bottom line, in areas of mid section is provided with 50x50x6mm equal single angle for vertical and inclined members and at supporting ends 40x40x5mm single angle is provided. All the members are welded together with 6mm gusset plate as per Drawing No.CBS/ SD/K-Mantap/9/MND/97. The entire truss is anchored in RCC column by using 4 Nos. of M.S. anchor bolts at each support, with 10mm thick base plate and shoe plate.The work includes cutting, straightening, placing in position of M.S angle and wleding wherever necessary, and applying one coat of red oxide primer coat to all the members including cost of all materials, labour charges, & hire charges of machineries for cutting, welding, grinding & erection equipments, etc., complete as per specification
Kgs 27,414.90 140.25 3,844,939.73
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
13 KSRB 2-2.1 : Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead up to 50 m. after breaking of clods complete as per specifications. specification. No. KBS 2.1(a) / 2.3.5 (Page 5/Item no. 2.3)
cum 168.00 177.50 29,820.00
14 KSRB 4-1.7: Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @220 kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.84 Cum and Fine aggregates @ 0.56 Cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted in foundation , plinth and cills including cost of all materials, labour, HOM of machinary, curing complete as per specifications KBS no. 4.1,4.2 page no.13
cum 16.80 6,215.00 104,412.00
15 KSRRB M2200 : - Plain/ Reinforced Cement Concrete in sub-structure complete as per drawing and technical specifications complete as per specifications. MORTH Specification No. 1500, 1700 & 2200 KSRRB M2200-5.9: - Design mix M20 with OPC cement @ 320 kgs, with 20mm and downsize graded granite metal coarse aggregates @ 0.69 cum and fine aggregate @ 0.46cum, with superplastisizer @ 3lts confirming to IS9103-1999 Reaffirmed - 2008 - i) upto 5m height including cost of all labour charges complete as per specifications. as directed by the Engineer, with all lead and lift etc. complete as per specifications.7
cum 75.60 7,009.20 529,895.52
16 KSRRB M2200-6. Supplying, fitting and placing TMT bar reinforcement in sub structure complete as per drawing and technical specifications complete as per specifications. MORTH specification No. 1600 & 2200 including cost of all labour charges complete as per specifications. as directed by the Engineer, with all lead and lift etc. complete as per specifications.
sqm 5.00 63,808.80 319,044.00
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
17 KSRB 4-6.1: Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete inclusing cost of all materials, labour complete as per specifications.KBS 4.6.2 Item no.4.2.8 page no.15
Sqm 476.00 216.15 102,887.40
18 KSRB 8.3-1 : Providing and laying to required line and slope roofing with corrugated asbestos cement sheet 6mm. thick fixed with galvanised iron J or L hooks, bolts and nuts 8mm. dia C.I plain and bitumen washers over the existing purlins, rafters and trusses including cost of materials, labour, complete as per specifications. Specification No. KBS 8.5
Sqm 944.70 389.95 368,385.77
19 Providing & writing letters for Building name with approved colour synthetic enamel paint including primer & letter writing on the facia of the front portico/parapet as per the drawings enclosed for the purpose of name board of SWM buildings using white paint on the back ground & lettering with approved colour paint & providing border all around pheriphery as per the typical drawing enclosed including cost of all the materials, labour, scaffolding & transportation with all lead & lift etc., complete as per the directions of the Engineer-in-charge of the work
Nos 1.00 2,000.00 2,000.00
8 ,3 8 7,4 2 3 .8 8
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
KSRB 2-1.1 : Earthwork in surface excavation in ordinary soil for levelling and lowering the ground manually ( other than foundation of buildings, culverts, road drains and trenches of pipe lines and cables ) and removing the excavated stuff to a distance not exceeding 50m and lift upto 1.5m, excavated surface levelled and neatly dressed, disposed earth to be levelled after breaking of clods and neatly dressed as per specifications. specification. No. KBS 2.1(a) / 2.3.1.
Excavation of Landfill site 1 38.70 38.70 0.90 1347.92
For Anerobic LC Pond 1 14.00 14.00 1.50 294.00
For Aerobic LC Pond 1 18.00 18.00 0.90 291.60
UG Sump 1 4.00 2.50 0.90 9.00
19 4 2 .5
2 Cum 148.00 162.80
3 16 2 4 2 .4
2
2
KSRB 2-1.2 : Earthwork in surface excavation in Hard soil for levelling and lowering the ground manually ( other than foundation of buildings, culverts, road drains and trenches of pipe lines and cables ) and removing the excavated stuff to a distance not exceeding 50m and lift upto 1.5m, excavated surface levelled and neatly dressed, disposed earth to be levelled after breaking of clods and neatly dressed as per specifications. specification. No. KBS 2.1(a) / 2.3.1 Note: Adopt item 2.24 for excavation in all types of soils for lowering & levelling the ground for building works by mechanical means.
Excavation of Landfill site 1 38.70 38.70 0.90 1347.92
For Anerobic LC Pond 1 14.00 14.00 1.50 294.00
For Aerobic LC Pond 1 18.00 18.00 1.10 356.40
Leachate Drain 1 150.00 1.70 0.90 229.50
UG Sump 1 4.00 2.50 0.90 9.00
2 2 2 7.8
2 Cum 207.00 227.70
50 72 74 .
8 4
3
KSRB 2-2.4 : Excavation 1.5m and above in width in soft rock without blasting for foundation of buildings, water supply, sanitary lines and electrical conduits either in pits or in trenches not exceeding 1.5 m. in depth, stacking the excavated stuff from edges of excavation with lead upto 50m including cost of explosives, labour and HOM of equipment complete as per specifications. specification. No. KBS 2.1.C / 2.9.4 / 2.18 / 2.19
Excavation of Landfill site 1 38.70 38.70 0.25 374.42
For Anerobic LC Pond 1 14.00 14.00 1.00 196.00
UG Sump 1 4.00 2.50 0.90 9.00
579 .4 2 Cum 831.00 914.10 52 9 6 50 .1
1
4 Providing, supplying, supplying and laying of filter media stone aggregates of size 40mm nominal size P.No.II, SL.No.30
1 28.70 28.70 0.10 82.37
Rate =804*1.03=828.12/cum
82.37 Cum 1820.00 2002.00 16 4 9 0 2 .7
4
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
5 Providing, supplying, supplying and laying of filter media stone aggregates of size 20mm nominal size. P.No.II, Sl.No.33.
1 28.70 28.70 0.10 82.37
Rate =900*1.03=927/cum
82.37 Cum 1950.00 2145.00 176 6 8 1.5
1
6
Providing, supplying and fixing membrane (liner) of minimum of 1.5mm thick HDPE membrane. A certificate for the thickness shall be provided. The lowest individual thickness shall not be less than 90% of the specified thickness. The minimum sheet density should be 94g/cc measured as per ASTM D1055. Yield Tensile strength shall be greater than 115N/cm break elongation>250% as per ISII969 (1985). The carbon black content should be between 2-3% with dispersion cat 1 or 2 as per ASTM D5596. The cost of the liner including material, labour for laying, cutting, jointing, etc., complete transportation and taxes as applicable shall be quoted by the bidder. The whole procedure of work shall be done as per the standard specifications and procedures given in section 4 of this document, laid by the pollution control board and as directed by the Engineer. This item shall be measured and paid in m2 of the finished area
For bed 1 28.70 28.70 823.69
For side slopes 2 38.70 2.00 154.80
For side slopes 2 38.70 2.00 154.80
Misallaneous(Joint cutting, locking sheets, top dimension etc) 10%
113.33
For Anerobic LC Pond 1 14.00 14.00 196.00
4 18.00 4.47 321.84
For Aerobic LC Pond 1 18.00 18.00 324.00
4 20.00 2.24 179.20
Quotation Rate 2267.66 Sqm 400.00 9 0 70 6 3 .
6 0
7
Providing and laying Geoclay liner under HDPE liner including cost of all materials, labour and transportations, cutting, joining etc., with all lead and lift, as per specifications and as directed by the Engineer.
Qnty as same as above item i.e. HDPE Liner(Quotation Rate)
2267.66 Sqm 500.00 113 3 8 2 9 .
50
8 Perforated geosynthetic pipe 150mm dia
4 28.70 114.80
8 5.00 160.00
Extra for joints and miscellaneous
27.48
302.28 M 250.00 275.00 8 3 12 7.0
0
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
KSRRB M300-54. Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2 complete asper specifications.which includes , watering charges & compaction by vibratory roller) MORTH Specification No. 305
1 154.80 5.00 2.00 1548.00 Cum
1 14.00 5.00 1.00 70.00 Cum
1618.00 Cum
66.10 72.71 1176 4 4 .7
8
10
KSRRB M300- Grassing with Doobs grass KSRRB M300- 2.1. Grassing with Doobs grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed complete as per specifications. MORTH Specification No. 307 i) In rows 15 cm apart in either direction.
1 154.80 5.00 774.00 Sqm
46.80 51.48 3 9 8 4 5.5
2
11
KSRB 4-1.2 : Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregates @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2
Leachate Drain, PCC 1 150.00 1.70 0.10 25.50
UG Sump 1 4.00 2.50 0.10 1.00
2 6 .50 Cum 5452.00 5997.20 158 9 2 5.8
0
12
KSRB 4.2.2 : Providing and laying in position reinforced cement concrete of Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.460 cum, with super plasticisers @ 3 liters confirming to is 9103-1999 reafirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness) including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks, anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications. Specification No. KBS 4.1, 4.6
Leachate Drain, Raft 1 150.00 1.50 0.10 22.50
Walls 3 150.00 0.13 0.60 33.75
For Anerobic LC Pond 4 18.00 0.15 4.47 48.28
Raft 1 14.00 22.00 0.15 46.20
For Aerobic LC Pond 4 20.00 0.15 2.24 26.88
Raft 1 18.00 35.00 0.15 94.50
UG Sump 1 21.00 2.50 0.15 7.88
Raft 1 4.00 2.50 0.15 1.50
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
KSRRB M2200-6. Supplying, fitting and placing TMT bar reinforcement in sub structure complete as per drawing and technical specifications complete as per specifications. MORTH specification No. 1600 & 2200 including cost of all labour charges complete as per specifications. as directed by the Engineer, with all lead and lift etc. complete as per specifications.
For Anerobic LC Pond
Skin Reinforcement with Raft
3.10
For Aerobic LC Pond
Skin Reinforcement with Raft
5.20
Skin Reinforcement with Raft, UG Sump
0.15
For Drain MB 10mm 200C/c, DB 10 mm 200
c/c.
3.30
11.75 Tonn
e 58008.0
0 63808.80
74 9 753 .4
0
14
KSRB 4-6.1: Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete inclusing cost of all materials, labour complete as per specifications.KBS 4.6.2 Item no.4.2.8 page no.15
For Anerobic LC Pond 4 26.00 4.47 464.88
For Aerobic LC Pond 4 37.00 2.24 331.52
UG Sump 1 21.00 2.50 52.50
Walls 6 150.00 0.60 540.00
To tal
13 8 8 .9
0 Sqm 196.50 216.15
3 0 0 2 10 .74
15
KSRB 12-8.3 : Constructing brick masonry inspection chamber 600x850mm, and 450mm depth, ( clear inside dimension ) for pipeline with three or more inlets, using table moulded non-modular bricks of class designation 50 in cement mortar 1:5, C.I cover with frame (light duty) 455x610mm internal dimensions, total weight of cover with frame to be not less than 38 kg ( weight of cover 23kg and weight of frame 15 kg ) R.C.C. top slab with cement concrete M 15 with 20mm and downsize granite metal , foundation concrete M 5 with 40mm and downsize granite metal inside plastering 12mm thick with cement mortar 1:3, finished smooth with a floating coat of cement on walls and bed concrete complete as per standard design including cost of materials, labour charges, curing complete as per specifications. Specification No. KBS
Ch am bers
2 2 .0 0 Each 12312.0
0 13543.20
2 70 8 6 .40
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
KSRB 12-5.1 : Constructing brick masonry circular type manhole 0.91 m internal dia at bottom,0.91m deep and 0.56m dia at top with table moulded non-modular bricks of 50 class designation 50 in cement mortar 1:4, inside cement plastered 12mm thick with cement mortar 1:3, finished with a floating coat of neat cement, foundation concrete M 10 using 40mm and downsize granite metal and making necessary channel in cement concrete M 50 with 20mm and downsize granite metal finished with a floating coat of neat cement, with S.F.R.C. cover and frame ( heavy duty, HD-20 grade designation) 560mm internal diametre confirming IS :12592, total weight cover and frame to be not less than 182 kg, fixed in cement concrete 1:2:4, 20mm and downsize broken granite metal, providing and removing centering, shuttering including cost of materials, labour charges, HOM of mechineries complete as per specifications. (Excavation, footrests and 12mm thick cement plaster on the external surface shall be paid seperately ) Specification No. KBS 12.4concrete M 15 with 20mm and downsize granite metal , foundation concrete M 5 with 40mm and downsize granite metal inside plastering 12mm thick with cement mortar 1:3, finished smooth with a floating coat of cement on walls and bed concrete complete as per standard design including cost of materials, labour charges, curing complete as per specifications. Specification No. KBS
Man ho le
1 1.0 0 Nos 14090.0
0 15499.00
154 9 9 .0
0
17
Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 - - 300mm. dia
Pipe Culverts
1 40.00 4 0 .0 0 Nos 1445.00 1589.50 6 3 58 0 .0
0
Gran d To tal
73 6 2 4 0 2
.77
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
1 KSRRB 200-9.Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth up to 300mm, by manual means, in area of Thorney jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials within a lead of 100 metres from road boundary, labour charges complete as per specifications.MORTH Chapter 2 (Page.120/Item No.18.12)
2 600.00 1.50 1,8 0 0 .0 0 s qm
2 KSRRB M300-58: Compaction of original ground with maximum of 6 passes of 8 to 10 tonnes power roller including filing in depression occuring during rolling including cost of all labour, HOM of machinery complete as per specifications. MORTH Chapter 3
1 600.00 7.50 4 ,50 0 .0 0 s qm
3 KSRRB 300-4. Earthwork excavation and foming in embankment by manual means in Hard soil with initial lead up to 15 m. and lift of 1.5m. (When earth is taken from bank cutting or from borrow pits ) including breaking of clods, spreading to required line and level, forming, and cost of all labour complete as per specifications. ( excluding watering and compaction of earth )MORTH Chapter 3 (Page.126/Item No.19.3)
1 600.00 7.50 0.40 1,8 0 0 .0 0 cum
4 KSRRB M300-55: Construction of Subgrade and Earthen Shoulders. Construction of sub-grade and earthen shoulders with approved material Grave/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirements Table 300-2 complete as per specifications (Which includes cost of gravel / murrum, watering charges & compaction by vibrator roller.) MORTH Specification No. 305
1 600.00 7.50 0.15 675.00
2 600.00 1.00 0.40 480.00
1,155.0 0 cum
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
5 KSRRB M400-17. Providing, laying, spreading and compacting graded stones aggregate to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification No. 406 (Page.143/Item No.20.18)
1 600.00 5.50 0.10 3 3 0 .0 0 cum
6 KSRRB M600-1: Construction of dry lean cement concrete mix M5 with OPC cement @ 160Kgs,with 25mm and down size graded granite metal coarse aggregate at 0.86cum and fine aggregates @ 0.58cum Sub –base over a prepared sub grade with coarse and fine aggregate conforming to IS:383, aggregate cement ratio not to exceed 15:1, aggregate gradation AFTER BLENDING TO BE AS PER Table 600-1, cement concrete not less than 160Kg/cum, optimum moisture content to be determined during trial length, construction, concrete strength not to be less than 10MPA at 7 days, mixed in a batching plant, transporing to site laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing complete as per specification. MORTH Specification No 601
1 600.00 5.50 0.10 3 3 0 .0 0 cum
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
7 KSRRB M600-2: Cement Concrete Pavement, Construction of un-reinforced dowel jointed, plain cement concrete pavement over a prepared sub base with OPC cement design mix M30 at 360 kg per cum, coarse with 25mm and down size graded granite metal coarse aggregate at 0.69cum and fine aggregates @ 0.46cum with superplastisizer at 3lts conforming to IS 9103-1999 reaffirmed 2008, coarse and fine aggregate conferming to IS:383, mixing size of course aggregate not exceeding 25mm mixing in a batching and mixing plant as per approved design, transporing to site laid with a fixed form or slip from paver, spread, compacted and finished in a continuous operation including provision of contraction, expantion, construction and longitudinal joints, joint filters, separation membrane, sealent primer,joint sealent, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound,finishing to lines and grades as per specification. MORTH Specification No 602
1 600.00 5.50 0.15 4 9 5.0 0 cum
Abs tract Es tim ate fo r Ro ads
Sl.
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
1 KSRRB 200-9.Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth up to 300mm, by manual means, in area of Thorney jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials within a lead of 100 metres from road boundary, labour charges complete as per specifications.MORTH Chapter 2 (Page.120/Item No.18.12)
sqm 1,800.00 9.74 17,523.00
2 KSRRB M300-58: Compaction of original ground with maximum of 6 passes of 8 to 10 tonnes power roller including filing in depression occuring during rolling including cost of all labour, HOM of machinery complete as per specifications. MORTH Chapter 3
4,500.00 4.95 22,275.00
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
3 KSRRB 300-4. Earthwork excavation and foming in embankment by manual means in Hard soil with initial lead up to 15 m. and lift of 1.5m. (When earth is taken from bank cutting or from borrow pits ) including breaking of clods, spreading to required line and level, forming, and cost of all labour complete as per specifications. ( excluding watering and compaction of earth )MORTH Chapter 3 (Page.126/Item No.19.3)
cum 1,800.00 162.80 293,040.00
4 KSRRB M300-55: Construction of Subgrade and Earthen Shoulders. Construction of sub-grade and earthen shoulders with approved material Grave/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirements Table 300-2 complete as per specifications (Which includes cost of gravel / murrum, watering charges & compaction by vibrator roller.) MORTH Specification No. 305
cum 1,155.00 371.80 429,429.00
5 KSRRB M400-17. Providing, laying, spreading and compacting graded stones aggregate to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification No. 406 (Page.143/Item No.20.18)
cum 330.00 2,833.60 935,088.00
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
6 KSRRB M600-1: Construction of dry lean cement concrete mix M5 with OPC cement @ 160Kgs,with 25mm and down size graded granite metal coarse aggregate at 0.86cum and fine aggregates @ 0.58cum Sub –base over a prepared sub grade with coarse and fine aggregate conforming to IS:383, aggregate cement ratio not to exceed 15:1, aggregate gradation AFTER BLENDING TO BE AS PER Table 600-1, cement concrete not less than 160Kg/cum, optimum moisture content to be determined during trial length, construction, concrete strength not to be less than 10MPA at 7 days, mixed in a batching plant, transporing to site laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing complete as per specification. MORTH Specification No 601
cum 330.00 4,823.50 1,591,755.00
7 KSRRB M600-2: Cement Concrete Pavement, Construction of un-reinforced dowel jointed, plain cement concrete pavement over a prepared sub base with OPC cement design mix M30 at 360 kg per cum, coarse with 25mm and down size graded granite metal coarse aggregate at 0.69cum and fine aggregates @ 0.46cum with superplastisizer at 3lts conforming to IS 9103-1999 reaffirmed 2008, coarse and fine aggregate conferming to IS:383, mixing size of course aggregate not exceeding 25mm mixing in a batching and mixing plant as per approved design, transporing to site laid with a fixed form or slip from paver, spread, compacted and finished in a continuous operation including provision of contraction, expantion, construction and longitudinal joints, joint filters, separation membrane, sealent primer,joint sealent, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound,finishing to lines and grades as per specification. MORTH Specification No 602
cum 495.00 7,994.80 3,957,426.00
Gran d To tal Am o u n t in INR :
7,2 4 6 ,53 6 .0 0
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item No s Len gth W idth Depth Qty Un its
1 2 3 4 5 6 7 8
1 KSRRB 200-9.Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth up to 300mm, by manual means, in area of Thorney jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials within a lead of 100 metres from road boundary, labour charges complete as per specifications.MORTH Chapter 2 (Page.120/Item No.18.12)
2 675.00 1.05 1,4 17.50 Sqm
2 KSRB 2-2.1 : Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead up to 50 m. after breaking of clods complete as per specifications. specification. No. KBS 2.1(a) / 2.3.5 (Page 5/Item no. 2.3)
2 675.00 1.05 1.00 1,4 17.50 Cu m
3 KSRB 4-1.7: Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @220 kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.84 Cum and Fine aggregates @ 0.56 Cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted in foundation , plinth and cills including cost of all materials, labour, HOM of machinary, curing complete as per specifications KBS no. 4.1,4.2 page no.13
2 675.00 0.85 0.10 114 .75 Cu m
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item No s Len gth W idth Depth Qty Un its
1 2 3 4 5 6 7 8
4 KSRRB M2200 : - Plain/ Reinforced Cement Concrete in sub-structure complete as per drawing and technical specifications complete as per specifications. MORTH Specification No. 1500, 1700 & 2200 KSRRB M2200-5.9: - Design mix M20 with OPC cement @ 320 kgs, with 20mm and downsize graded granite metal coarse aggregates @ 0.69 cum and fine aggregate @ 0.46cum, with superplastisizer @ 3lts confirming to IS9103-1999 Reaffirmed - 2008 - i) upto 5m height including cost of all labour charges complete as per specifications. as directed by the Engineer, with all lead and lift etc. complete as per specifications.
Raft 2 675.00 0.65 0.10 87.75
Walls 4 675.00 0.60 0.100 162.00
Slab 2 675.00 0.65 0.13 109.69
3 59 .4 4
Cu m
5 KSRRB M2200-6. Supplying, fitting and placing TMT bar reinforcement in sub structure complete as per drawing and technical specifications complete as per specifications. MORTH specification No. 1600 & 2200 including cost of all labour charges complete as per specifications. as directed by the Engineer, with all lead and lift etc. complete as per specifications.
Fo r Drain MB 10 m m 2 0 0 C/ c,
DB 8 m m 2 0 0 c/ c. Fo r
Slab MB 10 m m 2 0 0 c/ c , DB 10
m m 2 0 0 c/ c
10 .4 0 To n n es
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item No s Len gth W idth Depth Qty Un its
1 2 3 4 5 6 7 8
6 KSRB 4-6.1: Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete inclusing cost of all materials, labour complete as per specifications.KBS 4.6.2 Item no.4.2.8 page no.15
8 675.00 0.70 3,780.00
2 675.00 0.45 607.50
2 675.00 0.13 168.75
4 ,556 .2 5 Sqm
Abs tract Es tim ate fo r Drain s
Sl.
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
1 KSRRB 200-9.Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth up to 300mm, by manual means, in area of Thorney jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials within a lead of 100 metres from road boundary, labour charges complete as per specifications. MORTH Chapter 2 (Page.120/Item No.18.12)
sqm 1,417.50 9.74 13,799.36
2 KSRB 2-2.1 : Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead up to 50 m. after breaking of clods complete as per specifications. specification. No. KBS 2.1(a) / 2.3.5 (Page 5/Item no. 2.3)
cum 1,417.50 195.25 276,766.88
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
3 KSRB 4-1.7: Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @220 kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.84 Cum and Fine aggregates @ 0.56 Cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted in foundation , plinth and cills including cost of all materials, labour, HOM of machinary, curing complete as per specifications KBS no. 4.1,4.2 page no.13
cum 114.75 6,215.00 713,171.25
4 KSRB 4-2.2: Providing and laying in position Reinforced Cement Concrete of design mix M-20 with OPC cement @ 320 Kgs with 20mm and down size graded granite metal of coarse aggregates @ 0.878 cum and fine aggregates @ 0.459 cum, with superplastisiser @ 3 Ltrs conforming to IS 9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation plinth and ground floor level for roof slabs, staircase, lintels, retaining walls, return walls, walls (any thickness) including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing complete as per Specification No. KBS 4.1, 4.6(Page - 13/ Item no.4.11)
cum 359.44 7,009.20 2,519,369.33
5 KSRRB M2200-6. Supplying, fitting and placing TMT bar reinforcement in sub structure complete as per drawing and technical specifications complete as per specifications. MORTH specification No. 1600 & 2200 including cost of all labour charges complete as per specifications. as directed by the Engineer, with all lead and lift etc. complete as per specifications.
sqm 10.40 63,808.80 663,611.52
6 KSRB 4-6.1: Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete inclusing cost of all materials, labour complete as per specifications.KBS 4.6.2 Item no.4.2.8 page no.15
Sqm 4,556.25 216.15 984,833.44
Gran d To tal Am o u n t in INR :
5 ,171,551.77
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item No s Len gth W idth Depth Qty Un its
1 2 3 4 5 6 7 8
kg/mtr
12 Cattale Trap 12 6.00 5.10 3 6 7.2 0 Kgs
13 M.S plate for welding 30 1.50 2.46 110.70
1.11 q
14 Name Board 1 1.0 0 No s
Abs tract Es tim ate fo r Co m po un d Wall
Sl.
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
1 KSRRB 200-9.Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth up to 300mm, by manual means, in area of Thorney jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials within a lead of 100 metres from road boundary, labour charges complete as per specifications.MORTH Chapter 2 (Page.120/Item No.18.12)
sqm 650.00
9.74
6,327.75
2 KSRB 2-2.1 : Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead up to 50 m. after breaking of clods complete as per specifications. specification. No. KBS 2.1(a) / 2.3.5 (Page 5/Item no. 2.3)
cum 438.75
195.25 85,665.94
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
3 KSRB 4-1.3: Providing and laying in position plain cement concrete of mix M 7.5 with OPC cement @ 180 Kgs with 40mm and down size graded granite metal of coarse aggregates @ 0.85 cum and fine aggregates @ 0.57 cum machine mixed, concrete laid in layers not exceeding 15cms thick, well compacted in foundation and plinth including cost of all materials, labour, HOM of machinery, curing complete as per Specification No. KBS 4.1, 4.2 (Page - 12/ Item no.4.3)
cum 48.75 5,722.20 278,957.25
4 KSRB 5.2-3 : Providing and constructing granite / trap / basalt size stone masonry in foundation cement mortar 1:6, stone hammered dressed in courses not less than 20 cms high, bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications.(Page.25/Item No. 5.6)
cum 365.63 4,931.30 1,803,006.56
5 KSRB 4-1.7: Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @220 kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.84 Cum and Fine aggregates @ 0.56 Cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted in foundation , plinth and cills including cost of all materials, labour, HOM of machinary, curing complete as per specifications KBS no. 4.1,4.2 page no.13
cum 13.08 6,215.00 81,264.23
6 Construction of laterite size stone masonry in CM 1:6 using available stonecuring etc complete as per specification. I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples FOR SUPER STRUCTURE (Cement = 45 kg.)
cum 313.81 2,270.40 712,478.76
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
7 KSRRB M800- Fencing/ Railing KSRRB M800-17. G.I. Barbed Wire Fencing 1.2 Metre High-Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 800.7 as per specifications. MORTH Specification No. 807
kg 650.00 272.80 177,320.00
8 KSRB 4-1.6: Providing and laying in position plain cement concrete of mix M15 with OPC cement @ 240 Kgs with 20mm and down size graded granite metal of coarse aggregates @ 0.878 cum and fine aggregates @ 0.459 cum machine mixed, concrete laid in layers not exceeding 15cms thick, well compacted in foundation, plinth and cills including cost of all materials, labour, HOM of machinery, curing complete as per Specification No. KBS 4.1, 4.2 (Page - 12/ Item no.4.6)
cum 8.72 6,306.30 54,972.02
9 KSRB15-3.7 : Providing 18mm thick cement plaster in single coat with cement mortar 1:3, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (Page.120/Item 15.15)
sqm 3,268.30 248.60 812,499.38
10 providing and finishing external walls in two coats over one coat of 100% acrylic silicon glazed primer with antifungal paint for top coat of approved brand and shade and to give an even shade after thoroughly brooming the surface to remove all loose dirt and loose powdered material, free from mortar drops and other foreign matter, cost of materials, labour, complete as per specifications
sqm 3,268.30 154.00 503,318.20
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
No Des criptio n o f Item Un its Qty Rate Am o u n t
1 2 3 4 5 6
11 Providing and fixing M.S. Gate as per Chief Architect Drawing, using 50mm x 50mm 14 guage M.S. hollow pipe frame work bent to ornamental shape as shown in the drawing and 35mm x 6mm and 16 x 16mm Square rods for verticals alternatively spaced at 4cms c/c in two halves and 40mmx6mm M.S. flats for horizontal member and at the top cast iron spikes are provided at alternate vertical members asshown in the drawing etc., complete. All the steel surface should be thoroughly cleaned free of rust and painted with anti corrosive paint (shop paint) etc., complete. The work includes cost of all materials, labour charges for all items of work, hire charges for welding, cutting and grinding equipment, and electricity charges, with lead and lift, loading and unloading charges, etc., complete as per specifiocation.
sqm 12.60 3,620.10 45,613.26
12 50mm dia M.S. Hollow pipe B Class 14 Gauge,3.65mm thick
Kgs 367.20 66.00 24,235.20
13 M.S. Square Bright bars 20mm q 1.11 6,139.10 6,795.98
14 Providing & writing letters for Building name with approved colour synthetic enamel paint including primer & letter writing on the facia of the front portico/parapet as per the drawings enclosed for the purpose of name board of SWM buildings using white paint on the back ground & lettering with approved colour paint & providing border all around pheriphery as per the typical drawing enclosed including cost of all the materials, labour, scaffolding & transportation with all lead & lift etc., complete as per the directions of the Engineer-in-charge of the work
nos 1.00 2,000.00 2,000.00
Gran d To tal Am o u n t in INR :
4 ,59 4 ,4 54 .54
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
In te rn al Electrical w o rks Part A 1 Supplying and fixing regular MCB
dis tributio n boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure.
Fo r Lightin g & Po w er
Do uble Do o r
8 Way SP &N for Workers Rest Room, Toilet Block & Security Room
Each 3 47/6.17.2 866.00 866.00 2598
2 Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker [ELMCB] 240/450V up to 300mA sensitivity on existing wood/panel board.
Fo r LDB/ PDB In co m er
a) 16-25 Amps 2 pole Each 3 47/6.18.1 2412.00
2412.00 7236
3 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required to IEC 60898
Fo r All Lightin g & Po w er
o utgo in g circu its
a) 5-32Amps SP for DB Out going circuits
Each 6 47/6.16.1 418.00 418.00 2508
b) 5-32 Amps DP for Workers Rest Room, Toilet Block & Security Room @ Main LT panel
Each 3 47/6.16.3 849.00 849.00 2547
c) 5-32 Amps TPN for Pump & Street light Outdoor DB -2 nos @ Main LT panel
Each 2 47/6.16.5 1547.00
1547.00 3094
4 Open Co n du it Sys te m
Supplying heavy gauge PVC conduit pipe …….dia .......mm thick confirming to IS 2509 with suitable size bends, junction boxes,
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
adhesive paste etc., and fixing using inverted wood plugs in case of RCC ceiling and RCC wall stone structure or rawl plugs in case of brick walls and cement plastering damaged portion using heavy gauge saddles at an interval of 700mm using NF screws.
19/20mm dia 2mm thick Per Mtr 5 2/1.1.1 54.00 54.00 270
25mm dia 2mm thick " 5 2/1.1.2 70.00 70.00 350
5 Co n ce aled Co n du it Sys tem
Supplying heavy gauge PVC conduit pipe ……mm dia .......mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary
a) 19/20mm dia 2mm thick
Per Mtr 160 2/1.2.1 43.00 43.00 6880
b) 25mm dia 2mm thick " 70 2/1.2.2 57.00 57.00 3990
c) 32 mm dia 2.5 mm thick " 20 2/1.2.3 90.00 90.00 1800
6 supplying heavy gauge PVC Conduit Pipe ….dia .......mm thick with suitable size bends, metal junction boxes adhesive paste etc.,by gro o ve cuttin g in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run through out the conduit wherever necessary.
a) 19/20mm dia 2mm thick
Per Mtr 110 2/1.3.1 56.00 56.00 6160
b) 25mm dia 2mm thick
" 30 2/1.3.2 58.00 58.00 1740
c)32mm dia 2.5 mm thick
" 5 2/1.3.2 88.00 88.00 440
7 Supplying and fixing PVC/metal conduit accessories.
Deep Junction Boxes
19/20mm deep junction box Each 20 2/1.5.1 47.00 47.00 940
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
25mm deep junction box " 15 3/1.5.2 51.00 51.00 765
8 Extra for Groove cutting in brick wall/CC floor to the suitable depth for concealing of Conduit/GI pipe and plastering, up to wall surface complete
a) up to 50mm conduit in brick wall
Each 5 3/1.7.1 21.00 21.00 105
b) up to 50mm conduit CC floor " 5 3/1.7.2 38.00 38.00 190
9 Po in t w irin g us in g Co pper
w ire w itho ut s w itch .
Supplying and wiring adopting loop system in existing PVC Conduit /casing capping using 110 0 V grade , COPPER
co n du cto r flexible m u ltico re
FRLS PVC in s u late d, 2 C X
1.5Sq.m m Cable co n firm in g to
the GTP, without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.
Gro up A
a) Short point up to 3Mtr from tapping point to out let via switch.
Each Point
18 5/2.3.1 144.00 144.00 2592
b) Medium point above 3Mtr up to 6Mtr from tapping point to out let via switch.
" 3 5/2.3.2 215.00 215.00 645
c) Long point above 6Mtr up to 10Mtr from tapping point to out let via switch.
" 1 5/2.3.3 334.00 334.00 334
d) Two outlet in a row, above 3Mtr up to 6Mtr from tapping point to out let via switches
" 1 5/2.3.4 423.00 423.00 423
10 Supplying and flush mounting
po w der co ated/ galvan is ed
m etal bo x suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall
a) 1-3Way Each 12 15/3.5.1 91.00 91.00 1092
b) 4-5Way " 6 15/3.5.2 98.00 98.00 588
c) 6-8 Way " 6 15/3.5.3 121.00 121.00 726
d) 10-12Way " 1 15/3.5.4 140.00 140.00 140
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
11 Supplying and fixing superior quality m o dular switch mounting po lycarbo n ate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box.
1 to 3 Module Each 12 16/3.6.1 109.00 109.00 1308
4 Module " 5 16/3.6.2 122.00 122.00 610
6 Module " 4 16/3.6.3 173.00 173.00 692
8 Module " 2 16/3.6.4 200.00 200.00 400
10 Module " 1 16/3.6.5 227.00 227.00 227
12 Supplying and fixing of m o dular
s w itch / Socket/stepped electronic fan regulator/ dimmer/telephone socket etc on existing modular switch plate as per IS 3854 and IS 1293
Gro up A
6Amps one way. Each 32 16/3.7.1 63.00 63.00 2016
6Amps 3way socket. " 11 16/3.7.3 95.00 95.00 1045
Stepped Fan Regulator. " 3 16/3.7.4 286.00 286.00 858
16Amps one way switch " 1 16/3.7.7 114.00 114.00 114
13 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand Co pper conductor single core cable in open or concealed system of wiring w ith s pe cified IS-6 9 4 :19 9 0 &
co n firm in g to the attache d
GTP o f GROUP -A.
a) 1.5 sqmm " 195 6/2.5.2 18.60 18.60 3627
b) 2.5 sqmm " 285 6/2.5.3 29.20 29.20 8322
c) 4 sqmm " 100 6/2.5.4 42.10 42.10 4210
d) 6 sqmm " 25 6/2.5.5 63.80 63.80 1595
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
14 Supplying tinned co ppe r lugs and crimping and wiring to terminal point for wire of the following sizes.
a) 1.5 sqmm Each 22 64/7.21.1 2.00 2.00 44
b) 2.5 sqmm " 50 64/7.21.2 3.12 3.12 156
c) 4 sqmm " 18 64/7.21.3 6.25 6.25 112.5
d) 6 sqmm " 8 64/7.21.4 6.25 6.25 50
15 Supplying PVC/GI flexible conduit pipe…mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300mm using NF screws and on either end of the pipe terminated completely
a) 20mm Mtr 20 3/1.9.1 23.00 23.00 460
16 Supplying And Fixing Metal Fan Box with Round Hook.
No 3 3/1.12 92.00 92.00 276
17
Supplying patty type fluorescent tube light fitting of 4' -suitable for 28 watts fluorescent tube fitting, made out of M.S. Sheet and stove enameled with HF Electronic Ballast , locking type brass contact holders mounted on double fold type sheet base fully wired for use on 230 volts AC . Supply including T5 lamp
a) 1x4’ -28 watts Each 8 20/4.6.1 669.00 669.00 5352
18 Supplying patti type fluorescent tube light fitting of 2' - suitable for 14 w atts fluorescent tube fitting, made out of M.S. Sheet and stove enameled with HF Electronic Ballast , locking type brass contact holders mounted on double fold type sheet base fully wired for use on 230 volts AC . Supply including T5 lamp
a) 1x2’ -14 watts Each 4 20/4.5.1 591.00 591.00 2364
19 Supplying and fixing cast Aluminium round or oblong type bulk h ead fitting with GI wire guard, glass cover with 15Watts 230V CFL lamp as required
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
20 Supplying exhaust fan of 1440 RPM of 300mm (12 ") size with bracket blades complete for light
duty suitable to operate on 230V 50Hz, AC Supply.
Each 4 78/9.1 1700.00
1700.00 6800
21 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system and as per technical data approved.
4 8 " Sw eep (12 0 0 m m )
Regular model Each 3 78/9.3.1.1 2376.00
2376.00 7128
22 Fixing all types and all capacities of fluorescent / false ceiling / spot light / CFL / LED fittings indoor on the wall / ceiling / rafters / girders using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps.
a) On wall/ceiling/Rafter/Girders Each 38 108/17.7.1 98.00 98.00 3724
23 Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S' hook with fan regulator to the existing board together with supplying and fixing 5 amps. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring.
Each 3 109/17.8 139.00 139.00 417
24 Fixing one exh aus t fan in the nitch already left in the wall with bolts and nuts and 5 amps. ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire.
Each 4 109/17.12 412.00 412.00 1648.00
25 Supplying and drawing PVC flexible one pair telephone unarmoured tinned copper cable.
2 Pair RMt. 50 85/11.2.2 13.00 13.00 650.00
5 pair RMt. 20 85/11.2.5 45.00 45.00 900.00
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
26 Supplying and drawing PVC insulated gas injected physical foam jelly flooded co-axial TV cable.RG-6.
RMt. 50 85/11.3 35.00 35.00 1750.00
27 Ch e m ical e arth in g for grounding conduits IC cutouts and other equi[ments on the meter board by using copper bonded /SS rod with earth enhancing backfill compound which is non corrosive, thermally conductive potential to permissible limits superior fault conduction capacity non toxic wether resistance and capable of achieving ohmic value less than one ohm
us in g 6 ft copper bonded rod with back fill compound for Workers Rest Room, Toilet Block & Secuiry Room. Each Two earths.
Kit 6 64/7.23.2 5500.00
5500.00 33000
28 Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required.
GI s trip
25x3mm Mtr 25 55/7.3.1 35.00 35.00 875.00
29 Supplying and running GI/Copper conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc.
Co pper w ire .
a) 12 SWG Mtr 60 64/7.22.4 59.70 59.70 3582
Extern al Ele ctrical W o rks -
Part B 30 Supply,erection, testing and
commissioning of ..... KVA alluminium wound Dis tributio n
Tran s fo rm er 11KV/433V with Off Load Tap Switch, Buchholtz relay winding temperature indicator, oil temperature indicator, marshalling box with wiring, oil level indicator with +5% to-10% Steps of 2.5%, HT and LT bushings with all standard accessories as per latest IS standard technical specification.
6 3 KVA
Each 1 75/8.7.2 132386 132386. 132386
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
31 LT Wiring Kit 63/100 KVA as per standard technical specification as per MESCOM.
set 1 76/8.18 4710.00
4710.00 4710
32 LT Dis tributio n Bo x for 63/100 KVATransformer with 1No 160Amps 25kA 4Pole MCCB, suitable capacity aluminium bus bar mounted in 16SWG powder coated M.S.Box suitable to mount at Transformer Centre Transformer Centre.
Each 1 76/8.16 18270.00
18270.00
18270
33 Supply and erection of …...Mtr RCC Pole including earth work etc,. complete as per the standard technical specification of MESCOM
9Mtr 145Kg WL Each 2 33/5.2.2 8029.00
8029.00 16058
34 Supply and erection of Double Pole TC s tru ctu ral set including all hardwares suitable for 100 to 300KVA transformers etc complete as per the standard technical specification of MESCOM
Each 1 33/5.2.3 23100.00
23100.00
23100
35 Supplying and Fixing ….. including all H ardw ares etc complete as per the standard technical specification of MESCOM
Each 1 33/5.2.3 23100.00
23100.00
23100
H Frame Set Each 1 33/5.8.1 4560.00
4560.00 4560
HT ST Support 50x8 mm Each 1 33/5.8.2 172.00 172.00 172
LT ST Support 50x6 mm Each 1 33/5.8.3 173.00 173.00 173
Spl 3 PIN Cross ARM Each 1 33/5.8.4 336.00 336.00 336
RCC Clamp Each 1 33/5.8.5 84.00 84.00 84
GUY Set Each 1 33/5.8.7 1320.00
1320.00 1320
GOS Set 200 Amps Single break Each 1 33/5.8.8 9840.00
9840.00 9840
Horn Gap Fuse Unit (H.G.) Each 1 33/5.8.10 1320.00
1320.00 1320
Lightning Arrestor 9KV 5kA polymeric type.
Each 3 33/5.8.12 4250.00
4250.00 12750
36 Supplying and Fixing …..including all Hardwares etc complete as per the standard technical specification of MESCOM
1.1 KV Pin Insulator Each 4 33/5.9.1 844.00 844.00 3376
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
11 KV Pin Insulator Each 3 33/5.9.3 114.00 114.00 342
Disc Insulator 70/90 KN Each 3 33/5.9.4 540.00 540.00 1620
No. 8 Strain Insulator Each 3 33/5.9.5 14.00 14.00 42
No.15 Strain Insulator Each 3 33/5.9.6 36.00 36.00 108
37 Supplying and Fixing of Rabbit Conductor(6/3.15mm Al +6/3.15mm Steel)
Mtr 50 33/5.12 47.00 47.00 2350
38 Supplying and Fixing of P.G.Clamp including all Hardwares etc complete as per the standard technical specification of MESCOM
Each 4 33/5.10 101.00 101.00 404
39 Ch e m ical e arth in g for grounding conduits IC cutouts and other equi[ments on the meter board by using copper bonded /SS rod with earth enhancing backfill compound which is non corrosive, thermally conductive potential to permissible limits superior fault conduction capacity non toxic wether resistance and capable of achieving ohmic value less than one ohm
using 10ft copper bonded rod with back fill compound for 11KV DP & Transformer.
KIT 5 64/7.23.3 7500.00
7500.00 37500
40 Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required.
GI s trip
25x3mm Mtr 25 55/7.3.1 77.00 77.00 1925
25x6mm Mtr 25 55/7.3.2 118.00 118.00 2950
Co pper s trip
25x3mm Mtr 30 55/7.3.6 523.00 523.00 15690
25x6mm Mtr 30 55/7.3.7 1018.00
1018.00 30540
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
Supplying of 1.1 KV LT UG cable having aluminium conductor PVC insulated, extruded inner sheathed,galvanised,steel strip (except 2CX10Sq.mm wire armoured) confirming to IS-3975:1990 (No. of Strip indicated in GTP) & extruded PVC outer sheathed armoured cable w ith
s pecified IS-1554 Part-1:19 8 8
& co n firm in g to th e attach ed
GTP o f GROUP-A.
3 .5 co re 9 5 s qm m Cable from Transformer Feeder Pillar Box to LT Main Panel ( 2 Runs) Each 100 Mtrs
Mtr 200 56/7.5.9 371.00 371.00 74200
4 co re 16 sqmm for Workers rest room, Toilet Block, Security Room , Pump Room & street Light main Out door DB from Main LT Panel located @ Workers Rest Room ( Two cores spare for Single Phase)
Mtr 275 56/7.5.4 117.00 117.00 32175
4 co re 10 sqmm from Strret light Main Outdoor DB to Individual Strreet Light Loop in Loop out
Mtr 500 56/7.5.2 99.00 99.00 49500
42
Digging of tre n ch of 0.6m deep x 0.50 mtr wide refiling the trench to the required ground level and consolidating etc., complete.(As per Civil SR KSRB I-2, P-7)
In soil (ordinary) for Main Cable & Street Light cable.
Mtr 340 62/7.9.1 78.00 78.00 26520
In soil (hard) for Main Cable & Street Light cable.
Mtr 340 62/7.9.2 106.00 106.00 36040
43
Providing and fillin g s an d in excavated trench to cover already laid UG cable to a depth of 150mm alround the cable.
Mtr 780 62/7.10 103.00 103.00 80340
44
Labour charges for layin g o f 1.1
KV clas s UG cable in existing trench GI pipe / stoneware pipe / on wall / on pole as required.
95 sqmm 150Sqmm Mtr 200 61/7.8.3 21.60 21.60 4320
6 sqmm 16 qmm Mtr 775 61/7.8.1 10.80 10.80 8370
45 Supplying and fiixing of heavy duty cable glan ds suitable for UG cable of 1.1 KV class (metal only)
2 5 m m dia Each 32 62/7.14.1 86.00 86.00 2752
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
an d crim pin g and wiring to terminal point for wire of the following sizes.
95 sqmm Long Barrel Each 16 64/7.21.11 149.76 149.76 2396.16
10 sqmm Long Barrel Each 128 64/7.21.5 7.65 7.65 979.2
16 sqmm Long Barrel Each 24 64/7.21.6 11.31 11.31 271.44
Main LT Pan e l
47
Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay/auto/manual reset facility suitable to mount on DIN rail/ flush mounting on panel board.
Each 1 47/6.19 7998.00
7998.00 7998
48
Supplying of on load change over switches 4 poles, 415V, 50Hz, AC Supply with AC-23A Duty for Cable Change over.
10 0 -12 5 Am ps Each 1 45/6.11.2 6426.0
0 6426.00 6426
49
Supplying and fixing Trivector Meter suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired.
Each 1 48/6.29 3778.00
3778.00 3778
50
Supplying, fixing and wiring 50/5 to 400/5Amps 5VA burden Current Transformer.class 0.5 accuracy with Tape Wound.
Each 3 48/6.32 483.00 483.00 1449
51
Supplying and fixing Mo ulded
Cas e Circu it Bre aker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts and wiring complete. Protection of Overload and Short circuit with thermal Magnetic/Microprocessed release and Earth Fault as per IS-13947. ( Icu = Ics)
FOUR POLE
10 0 Am ps 2 5kA. Each 1 46/6.13.6 5809.0
0 5809.00 5809
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
52 Supplying, fixing and wiring 3 Phase Digital Ammeter /Voltmeter.
Each 2 48/6.27 1224.00
1224.00 2448
53
Supplying of m ulti fu n ctio n
digital m ete r with three line back light LCD type display for voltage, Current, frequency, Power, power factor, KVA, KWH,KVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5s accuracy
Each 1 48/6.31 8003.00
8003.00
8003
54
Supplying and fixing of LED type
pan e l bo ard indicating lamp with required colour suitable for 220v A.C. 50 Hz 12/24v D.C.
Each 3 48/6.36 442.00 442.00 1326
55
Supplying ......... amps rated 3 phas e w ith n eu tral bus bar using required capacity electrolytic alluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary botls,nuts and washers etc., complete.
10 0 Am ps 4 x3 0 x6 m m
Allum in iu m Strips
Mtr 1 49/6.38.1 2135.00
2135.00 2135
2 50 Am ps 4 x3 0 x10 m m
Allum in iu m Strips
Mtr 3 49/6.38.2 2942.00
2942.00 8826
56 Supplying of on load change over switches 4 poles, 415V, 50Hz, AC Supply with AC-23A Duty
Up to 6 3 Am ps Each 1 45/6.11.1 4892.0
0 4892.00 4892
57
Supplying and fixing an gle iro n
fram e w o rk fabricated out of M.S. angle iron.. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint.
50x50x6mm Mtr 8 49/6.39.2 338.00 338.00 2704
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
Supply of LED Stree tlight with pressure die cast aluminium housing body with optimal heat sink for better thermal dissipation. Diffuser with Injection moulded & is made of polycarbonate material with high transmission index, delivering superior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%. CCT > 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire > IK08. Power Factor >0.9 with mains Current should not be greater than 0.1A to 0.7A & Surge Protection- Min KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operates wide voltage range from 100V to 270V 50/60Hz application. Over load & Short circuit protection ensures reliable operation in spite of problem in output side. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light
fixture w ith .. ... ...W Sys tem
Po w er co n s um ptio n . LED Efficiency>130lm/w at 1W & Fixture Efficiency >80lm/w with nominal CRI >75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 5 Years against any manufacturing defect working under standard electrical conditions as mentioned above
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
should be given by LED manufacturer & Cree / Nich ia/ Lum ile ds / Os ram
m ake LED So urce . Su itable
fo r B1/ B2 Ro ads as per IS
19 4 4 Part I & Part II. Re fe r
s am ple w o rks he e t fo r
co n s ideratio n .
GROUP A
LED Street Light 90 W No 16 27/4.36.1 31250.
00 31250.0
0 500000
59
Fabricating, supplying and erecting swaged tubular pole of height …Mtr having three sections, and providing two coats of red oxide paint and finished with two coats of enameled paint of approved quality and colour and M.S. base plate of suitable size welded at the bottom of the pole(as per IS) and 40mm dia GI / flexible PVC pipe of 1 mtr length fitted to the heavy gauge polycarbonate control box including 5way connector of size 167x125x82mm for 7.5M pole/200x160x98mm for remaining length of pole with front opening cover, with locking arrangements and suitable capacity MCB / DP switch, The pole shall be erected in cement concrete work (1:2:4) including excavation and refilling of planting depth of the pole to the ground level and the coping CC shall be up to 0.6M above ground level as per IS 2713 - 7.
9Mt (5Mt Hb,165.1mm dia 4.85mm thick x2M Hm, 139.7mm dia 4.50mm thick x 2M Ht,114.3mm dia 3.65mm thick) as per IS 410 SP 32
Each 16 34/5.13.1.1 15000.00
15000.00
240000
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
Supply and Installation / Fixing / Provision of Po le bo x with HRC Fuse / MCB provision and suitable connector / terminal for 3 Ph / 1 Ph connections with Loop-In & Loop-Out terminals for 10 Sqmm / 25 Sqmm 3.5 C Al/Ar / Cu/Ar Cable and branch out 2.5 Sqmm 2 core Al/Cu PVC Insulated cable, enclosed in a Thermoplastic, Polystyrene enclosure, which should be shock proof, safe, IP65(Weather Proof), rust proof, dust proof, water proof having Internally Embedded Gasket with provision for cable entry through IP65 Thermoplastic, polyamide glands and/or grommets.
200x200x98mm
Each 14 50/6.41.1 2178.00
2178.00 30492
260x210x116mm
Each 2 50/6.41.2 2334.00
2334.00 4668
To tal In Rs 16 4 2 76 4
Estimates for Civil & Electrical Works for MSW Management for Saligrama Town Municipal Panchyath
Description of Item Nos Length Width Depth Qty Units
1 2 3 4 5 6 7 8
10 Backfilling with available soil
Total earth work 17.70
Deductions : -
PCC (1.20)
RCC 3.90
20.40 cum
Abstract Estimate for Weighbridge Platform (12m x 3m) + 3m ramp on both sides
Sl. No
Description of Item Units Qty Rate Amount
1 2 3 4 5 6
1 KSRRB 200-9.Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth up to 300mm, by manual means, in area of Thorney jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials within a lead of 100 metres from road boundary, labour charges complete as per specifications.MORTH Chapter 2 (Page.120/Item No.18.12)
sqm 110.00 9.74 1070.85
2 KSRB 2-2.1 : Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead up to 50 m. after breaking of clods complete as per specifications. specification. No. KBS 2.1(a) / 2.3.5 (Page 5/Item no. 2.3)
cum 17.70 195.25 3455.93
Estimates for Civil & Electrical Works for MSW Management for Karkala Town Municipal Council
3 KSRB-3.2: Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits, with chloropyriphos emulsifiable concentrates of 20% concentration, including cost of chemical, diluting in water to one percent concentration, labour, HOM of equipment's, complete as per specifications. (Plinth area of the building at ground floor only shall be measured ) Specification No. KBS : 3.2.6 / 3.2.7(Page.9/Item 3.2)
sqm 50.70 112.20 5688.69
4 KSRB 4-1.3: Providing and laying in position plain cement concrete of mix M 7.5 with OPC cement @ 180 Kgs with 40mm and down size graded granite metal of coarse aggregates @ 0.85 cum and fine aggregates @ 0.57 cum machine mixed, concrete laid in layers not exceeding 15cms thick, well compacted in foundation and plinth including cost of all materials, labour, HOM of machinery, curing complete as per Specification No. KBS 4.1, 4.2 (Page - 12/ Item no.4.3)
cum 3.90 5,722.20 22316.58
5 KSRB 4-2.2: Providing and laying in position Reinforced Cement Concrete of design mix M-20 with OPC cement @ 320 Kgs with 20mm and down size graded granite metal of coarse aggregates @ 0.878 cum and fine aggregates @ 0.459 cum, with superplastisiser @ 3 Ltrs conforming to IS 9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation plinth and ground floor level for roof slabs, staircase, lintels, retaining walls, return walls, walls (any thickness) including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing complete as per Specification No. KBS 4.1, 4.6(Page - 13/ Item no.4.11)
cum 5.17 7,009.20 36251.58
Estimates for Civil & Electrical Works for MSW Management for Karkala Town Municipal Council
6 KSRB 4.9.2 : Providing TMT Steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per Specification (Page.19/Item No.4.46)
kg 0.95 64,812.00 61571.40
7 KSRB 4-6.1 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2 (Page.16/Item No.4.28)
sqm 21.20 216.15 4582.38
8 Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification.For super structure in CM 1:6 (Cement 45kgs/M3)
cum 9.76 4,851.00 47345.76
9 Plastering
a) KSRB15-3.7 : Providing 18mm thick cement plaster in single coat with cement mortar 1:3, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (Page.120/Item 15.15)
sqm 59.33 248.60 14749.44
10 KSRB 2.3 : Filling available excavated earth ( excluding rock ) in sides of foundations up to plinth in layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming after watering with lead up to 50 m. and lift up to 1.5 m. including cost of all labour complete as per specifications. (Page -6/Item no.2.10)
cum 20.40 131.45 2681.58
Grand Total Amount in INR :
199714.19
ANNEXURE 2:
Drawings
750
750
750
WF1A
WF1A
WF
1A
WF
1A
>Grade of steel :Fe 500
>Clear cover to Slab :20mm>Thickness of slab :125mm
>All dimensions are in Millimeters.
>Written dimensions has to be
followed
>Grade of Concrete : M20
Notes & Specifications:
8Y @ 150 c/c
3450
3501,5
2001,5
FOOTING DETAILS.
SLAB DETAILS.
CONSULTANTS
TITTLE:
SECURITY CABIN STRUCTURAL
DETAILS.
DEALT UMESH
DWG NO.
SCALE
DRAWN MADHU
18-05-2016
NTS
CLIENT:
ULB: SALIGRAMA TP
PROJECT:
DISTRICT URBAN
DEVELOPMENT CELL(DUDC),
UDUPI DISTRICT.
M/S MARS PLANNING &
ENGINEERING SERVICES Pvt.Ltd
SECURITY ROOM PLAN
300
PR
OD
UC
ED
BY
AN
AU
TO
DE
SK
ED
UC
AT
ION
AL
PR
OD
UC
TPRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
BY
AN
AU
TO
DE
SK
ED
UC
AT
ION
AL
PR
OD
UC
TPRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
30
00
230 MM THK
LATERITE STONE
WALL
FOUNDATION AS
PER SOIL
CONDITION
125 MM THICK R.C.C.ROOF
PARAPET WALL
SECTION AT A-A
750
WINDOW
CHEJJA
ELEVATION
PROJECT
DWG TITLE: SECURITY ROOM PLAN
CONSULTANTS :
NOTE: ALL DIMENSIONS ARE
IN MILIMETERS
SCHEDULE OF OPENINGS
D 900X2100
W1 1200X1350
DOORS
WINDOWS
DESCRIPTION SIZE NO
02
01
W2 1500X1350 02
SECURITY ROOM PLAN
CLIENT
DISTRICT URBAN
DEVELOPMENT CELL(DUDC),
UDUPI DISTRICT.
ULB: SALIGRAMA TP
M/S MARS PLANNING & ENGINEERING
SERVICES Pvt.Ltd
R.C.C.LINTEL .
230 MM THK
LATERITE STONE
WALL
FOUNDATION AS
PER SOIL
CONDITION
125 MM THICK R.C.C.ROOF
PARAPET WALL
R.C.C.LINTEL
SECTION AT A-A
3000
450
ELEVATION
ROOM
4500X3000
WORKERS REST ROOM PLAN
ROOM
4500X3000
PROJECT
DWG TITLE: WORKERS REST ROOM PLAN
CONSULTANTS :
NOTE: ALL DIMENSIONS AREIN MILIMETERS
SCHEDULE OF OPENINGS
D 900X2100
W1 1200X1350
DOORS
WINDOWS
DESCRIPTION SIZE NO
02
02
CLIENT
DISTRICT URBAN
DEVELOPMENT CELL(DUDC),
UDUPI DISTRICT.
ULB: SALIGRAMA TP
M/S MARS PLANNING & ENGINEERING SERVICES Pvt.Ltd
PR
OD
UC
ED
BY
AN
AU
TO
DE
SK
ED
UC
AT
ION
AL
PR
OD
UC
TPRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
BY
AN
AU
TO
DE
SK
ED
UC
AT
ION
AL
PR
OD
UC
TPRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
CONSULTANTS
TITTLE:
WORKERS REST ROOM
DEALT UMESH
DWG NO.
SCALE
DRAWN MADHU
18-05-2016
NTS
CLIENT:
ULB: SALIGRAMA TP
PROJECT:
DISTRICT URBAN
DEVELOPMENT CELL(DUDC),UDUPI DISTRICT.
M/S MARS PLANNING &
ENGINEERING SERVICES Pvt.Ltd
>Grade of steel :Fe 500
>Clear cover to Slab :20mm>Thickness of slab :125mm
>All dimensions are in Millimeters.
>Written dimensions has to be
followed
>Grade of Concrete : M20
Notes & Specifications:
SLAB DETAILS.
750
750
750
WF1A
WF1A
WF
1A
WF
1A
10440
4210
FOOTING EXCAVATION DETAILS. FOOTING DETAILS.
ROOM
4500X3000
WORKERS REST ROOM PLAN
ROOM
4500X3000
PR
OD
UC
ED
BY
AN
AU
TO
DE
SK
ED
UC
AT
ION
AL
PR
OD
UC
TPRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
BY
AN
AU
TO
DE
SK
ED
UC
AT
ION
AL
PR
OD
UC
TPRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
750
750
450
750
750
750
WF1A
WF2B
WF1A
WF
1A
WF
1A
WF
1A
WF
1A
>Grade of steel :Fe 500
>Clear cover to Slab :20mm>Thickness of slab :125mm
>All dimensions are in Millimeters.
>Written dimensions has to be
followed
>Grade of Concrete : M20
Notes & Specifications:
30
030
030
0
7065
2557,5
2750
2557,5
2750
450
3962,3
2
FOOTING DETAILS.
SLAB DETAILS.
TOILET BLOCK PLAN
LADIES TOILET
3000X1800 GENTS TOILET
3000X1800
WC
1500X1450
BATH
1500X1450
BATH
1500X1450
WC
1500X1450
FOOTING EXCAVATION DETAILS.
CONSULTANTS
TITTLE:
TOILET BLOCK STRUCTURALDETAILS.
DEALT UMESH
DWG NO.
SCALE
DRAWN MADHU
18-05-2016
NTS
CLIENT:
ULB: SALIGRAMA TP
PROJECT:
DISTRICT URBAN
DEVELOPMENT CELL(DUDC),
UDUPI DISTRICT.
M/S MARS PLANNING &
ENGINEERING SERVICES Pvt.Ltd
PR
OD
UC
ED
BY
AN
AU
TO
DE
SK
ED
UC
AT
ION
AL
PR
OD
UC
TPRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
BY
AN
AU
TO
DE
SK
ED
UC
AT
ION
AL
PR
OD
UC
TPRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
TOILET BLOCK PLAN
LADIES TOILET
3000X1800 GENTS TOILET
3000X1800
WC
1500X1450
30
00
230 MM THK
LATERITE STONE
WALL
FOUNDATION AS
PER SOIL
CONDITION
125 MM THICK R.C.C.ROOF
PARAPET WALL
R.C.C.LINTEL & CHEJJA.
SECTION AT A-A
450
ELEVATION
PROJECT
DWG TITLE: TOILET BLOCK PLAN
CONSULTANTS :
NOTE: ALL DIMENSIONS AREIN MILIMETERS
SCHEDULE OF OPENINGS
D2 750X2100
V- 600X450
DOORS
VENTILATOR
DESCRIPTION SIZE NO
6
04
V1- 900X450 02
BATH
1500X1450
BATH
1500X1450
WC
1500X1450
CLIENT
DISTRICT URBAN
DEVELOPMENT CELL(DUDC),
UDUPI DISTRICT.
ULB: SALIGRAMA TP
M/S MARS PLANNING & ENGINEERING
SERVICES Pvt.Ltd
SUMP TANK
5000X4000x2500
P.C.C 1:4:8
SUMP TANK
5000X4000x2500
SECTIONAL ELEVATION
2500
150
200
200150 4000 200 150
P.C.C 1:4:8
SUMP TANK
5000X4000x2500
[both @ top & bottom]
2500
150
200
200150 4000 200 150
SUMP TANK REINFORCEMENT DETAILS
150mm th
>All dimensions are in mm
>Grade of concrete :M20
>Grade of steel :Fe415
>Clear Cover to base slab :25mm
>Clear Cover to wall :25mm
>Wall thickness :200mm
>Written dimensions has to be follow
General notes
CONSULTANTS
TITTLE:
SUMP TANK DETAILS.
DEALT UMESH
DWG NO.
SCALE
DRAWN MADHU
18-05-2016
NTS
PLAN
CLIENT:
ULB: SALIGRAMA TP
PROJECT:
DISTRICT URBAN
DEVELOPMENT CELL(DUDC),
UDUPI DISTRICT.
M/S MARS PLANNING &ENGINEERING SERVICES Pvt.Ltd
TOP SLAB DETAILS
PR
OD
UC
ED
BY
AN
AU
TO
DE
SK
ED
UC
AT
ION
AL
PR
OD
UC
TPRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
BY
AN
AU
TO
DE
SK
ED
UC
AT
ION
AL
PR
OD
UC
TPRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
BA
BA
1
2
3
4
5
6
7
8
9
10
11
12
13
1
2
3
4
5
6
7
8
9
10
11
12
13
F1
C1
F1
C1
F1
C1
F1
C1
F1
C1
F1
C1
F1
C1
F1
C1
F1
C1
F1
C1
F1
C1
F1
C1
F1
C1
F1
C1
F1
C1
F1
C1
F1
C1
F1
C1
F1
C1
F1
C1
F1
C1
F1
C1
F1
C1
F1
C1
F1
C1
F1
C1
CONSULTANTS
TITTLE:
COLUMN-FOOTING INDEX.
DEALT UMESH
DWG NO.
SCALE
DRAWN MADHU
18-05-2016
NTS
CLIENT:
ULB: SALIGRAMA TP
PROJECT:
DISTRICT URBAN
DEVELOPMENT CELL(DUDC),UDUPI DISTRICT.
M/S MARS PLANNING &ENGINEERING SERVICES Pvt.Ltd
PR
OD
UC
ED
BY
AN
AU
TO
DE
SK
ED
UC
AT
ION
AL
PR
OD
UC
TPRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
BY
AN
AU
TO
DE
SK
ED
UC
AT
ION
AL
PR
OD
UC
TPRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
BA
BA
1
2
3
4
5
6
7
8
9
10
11
12
13
1
2
3
4
5
6
7
8
9
10
11
12
13
CONSULTANTS
TITTLE:COLUMN-CENTERLINE
DISTANCES.
DEALT UMESH
DWG NO.
SCALE
DRAWN MADHU
18-05-2016
NTS
CLIENT:
ULB: SALIGRAMA TP
PROJECT:
DISTRICT URBAN
DEVELOPMENT CELL(DUDC),UDUPI DISTRICT.
M/S MARS PLANNING &ENGINEERING SERVICES Pvt.Ltd
PR
OD
UC
ED
BY
AN
AU
TO
DE
SK
ED
UC
AT
ION
AL
PR
OD
UC
TPRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
BY
AN
AU
TO
DE
SK
ED
UC
AT
ION
AL
PR
OD
UC
TPRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
CONSULTANTS
TITTLE:
COLUMN-FOOTING DETAILS.
DEALT UMESH
DWG NO.
SCALE
DRAWN MADHU
18-05-2016
NTS
1 F1 300
SCHEDULE OF FOOTINGS
FOOTING DEPTH
(A x B)
PCC SIZE SIZE
NO.
SL.
TYPES
FOOTING
'a' short reinf'D'
REINFORCEMENT
'b' long reinf
10Y OF 8no
FOR FOOTING CONCRETEGRADE OF
M201600x1600
(A x B)
FOOTING SIZE
1400x1400 10Y OF 8no
17. DESIGN SUBJECTED TO CHANGE ACCORDING CHANGE IN SOIL CONDITION.
FOR NOTES & SPECIFICATIONS :-
1. DO NOT SCALE THE DRAWING, FOLLOW THE WRITTEN DIMENSIONS ONLY.
ALL DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE NOTED.
2. READ THIS DRAWING ALONG WITH RELEVANT ARCHITECTURAL DRAWINGS.
3. THE CEMENT STRENGTH SHOULD BE ASSESSED BEFORE CASTING. THE QUALITY
STRENGTH AND OTHER STANDARDS SHOULD CONFORM TO THE SPECIFICATIONS IN
IS:269 AND IS:8112 AS PER RELEVANT AND APPLICABLE STANDARDS. ADOPT M20 BY
DESIGN FOR COLUMNS, M20 GRADE FOR OTHER STRUCTURAL ELEMENTS.
4. a) TESTED QUALITY HIGH YIELD STRENGTH DEFORMED BARS ( WHEREVER DENOTED AS `Y')
WHOSE STANDARDS SHOULD STRICTLY CONFORM TO THE SPECIFICATIONS IN IS:1139
AND IS:1786 - 1966 ( THE PROOF STRESS OF WHICH SHOULD BE Fe500N/mm2).
5. CLEAR COVER FOR REINFORCEMENT:
1)50mm FOR FOOTINGS & RAFT.
2)35mm FOR PLINTH/GRADE BEAMS,
3)40mm FOR COLUMNS,
4)30mm FOR BEAMS,
5)20mm FOR SLABS.
6. FABRICATION DETAILS OF REINFORCING BARS SUCH AS LAPS, BENDS ETC., SHOULD
STRICTLY CONFORM TO THE SPECIFICATIONS IN IS:456, IS:13926, IS:2502 AND ALLIED STANDARDS. LAPS SHOULD BE STRICTLY AVOIDED IN THE MAIN BARS AND THEIR
ANCHORAGE LENGTHS, IN OTHER CASES IT SHOULD BE 50 TIMES THE DIAMETER OF BARS IN
TENSION AND COMPRESSION ZONES.
7. S.B.C CONSIDERED FOR THE FOUNDATION DESIGN IS 90KN/sqm AS PER SOIL REPORT.
8. FOUNDATION SHOULD BE LAID AT DEPTH RECOMMENDED IN THE SOIL TEST REPORT.
ALL FOOTINGS SHOULD BE LAID AT A COMMON LEVEL.
9. THE BUILDING FOUNDATION IS DESIGNED FOR GF UPPER FLOOR ONLY.
10. PROVIDE ADEQUATE NUMBER OF CHAIRS, COVER BLOCKS ( CC 1:3) WHEREVER NECESSARY,
11. PROVIDE 25 mm DIA PIN ROD IN BETWEEN TWO LAYER OF BEAM REINFORCEMENT.
12. PROVIDE 8Y @ 225c/c AS DISTRIBUTION BAR WHEREVER REQUIRED.
13. DEVELOPMENT LENGTH FOR BEAM REINFORCEMENT FOR COLUMN JOINT ARE
BIOLOGICAL TESTING(To see the scope of accreditation of this laborabry, youmay also visit NABL webslte wwwnabl-indb.op)
CertificateNumber T-303g
Issue Date 04rc7n014 Valid Until ffitO7tZO16
This certificate remains valid for the Scope of Accteditation as specified in the annexure subject tocontinued satisfactory compliance to the above standard & the additional requirements of NABL.
Signed forand onhhalf of NABL
Cn*C.^rz1
John Varughese
Program Manager
***r*9)-Anil Relia
Director Chairman
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NFBtNational Accreditation Board for
Testing and Gallbration LaboratoriesDepartment of Science & Technology, India
CE,RTIFICATE OF ACCREf,DITATION
SNEHA TEST HOUSE
has been a$essed and accredited in accordance with the standard
rs0/tEc 17025:2005
'Genual Rquiremmb for the Comptmce d Tr$hog & Crlibration Inhatories'
for its facilities at
No, B, 28 4th Cross Maruthinagar, Chandra Layout, Bangalore, Karnataka
€- .^c\,rr"'John Varughese
Program Manager
in the discipline of
CHEMICAL TESTING
Anil Relia
Director
(To see the scope of accredlt€tion of this laboetory yqu may also visit NABL website www.nabl-india.oq)
Certificate Number T-3037
Issue Date 04rc7n014 Valid Until 6p;07 t2016
This certificate remains valid for the Scope of Accteditation as specified in the annexure subject to
continued satisfactory compliance to the above standard & the additional requirements of NABL.
Prof. K. VijayR-aghavan
Chairman
{T.g.g. o
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MANAGEMENT SYSTEMCERTIFICATCertificate No: Initial certification date : Valid r
06, April, 2015 - 05, April, 2018175505-2015-HSO-IND-DNV 06, April, 2015
This islo certify that the management system of
Sneha Test HouseNo. 8 & 28, 4th Cross, Maruthinagar, ChandraBangalore - 560 O72, Karnataka, India
Layout, 80 Feet Road, Nagarbhavi,
has been found to conform to the Occupational Health and Safety ManagementSystem standard:
OHSAS 18OO L=2OO7 (non-accr. )
This certificate is valid for the following scope:
Provision of- Environmental laboratory services for industries and general public- Consultancy on wastewater treatment systems and environmentalliaisoning
Place and date:Chennai, 07, Apral, z0ts
Forthe issujng office:DNV GL - Business AssuranceROMA, No. 10, GST Road, Alandur,Chennai, PIN - 600 016, India
Sivadasan MadiyathManagement Representative
Lack of fulfilment of conditions as set out in the Certification Agreement may render this CertiRcate invalid.
ACCREDITED UNIT: DNV GL Business Assurance India Private Limited, ROI4A, No 10, GST Road, Alandur, Chennai, PIN - 600 016, India
BACKHOEMax. reach from centre line of machineSide Shift _________________________________________ 6126 mmSwing arc __________________________________________ 180 DegBucket Rotation ______________________________________ 204 DegLoading reach at max. height ___________________________ 2357 mmMax. height ________________________________________ 5386 mmMax. dump height ___________________________________ 3550 mmMax. reach from pivot @ ground level _____________________ 5582 mmMax. dig depth ______________________________________ 4335 mmMax. lift capacity (No bucket fi tted as per SAE J31) ___________ 1315 kgsBreakout forceDipper _____________________________________________3725 kgfBucket ____________________________________________5093 kgf
OVERALL DIMENSIONS AND WEIGHTSOverall operating weight_______________________________ 7500 kgsGround clearance _____________________________________ 333 mmOverall width of side shift machine for transport _____________ 2320 mmOverall height, transport position _________________________ 3887 mmOverall length transport position with standard Bucket without teeth __________________________ 5884 mm
BOTTOM DUMP BUCKETThis multipurpose bucket is ideal for digging, loading, dozing, backfi lling, grading and grab operation.Bucket width Outside _________________________________ 2265 mmWidth of dozer blade _________________________________ 2280 mmMaximum Clamp Opening ______________________________ 977 mmBucket capacity (SAE HEAPED) __________________________ 1.0 Cu.mDump height _______________________________________ 2710 mm
LOADERBucket reach fl at on ground ____________________________ 1518 mmGrading angle _______________________________________ 115 degDigging depth bucket fl at on ground ________________________ 39 mmDumping angle ______________________________________ 43° DegMax. Loader Break Out Force ____________________________ 6807 kgLift Capacity @Max. height ______________________________ 3425 kgMax. Payload ________________________________________ 1760 kg
SPECIFICATIONS
770
Modular Transmission Heavy Duty Axle
3
GENERAL
DIMENSIONS
Dimensions mmOperating Date for Case 770Case 770 with 9X16 front & 16.9 X28 rear tyre
PARTS AND SERVICEWide network of customer support across the world.No matter where you work, we’re here to support and protect your investment and exceed your expectations. You can count on Case and your Case dealer for full-service solutions-productive equipment, expert advice, fl exible fi nancing, genuine Case parts and fast service. We’re here to provide you with the ultimate ownership experience. To locate a Case dealer or learn more about Case equipment or customer service, go to www.casece.com
NOTE: CASE provides specifi c outfi ts for various countries and many optional fi ttings (OPT). The illustrations on this or other leafl ets may relate to standard or optional fi ttings. Please consult your CASE dealer for any information in this regard and any possible updating on components. CNH Industrial reserves the right to modify machine specifi cations without incurring any obligation relating to such changes.
CASE NEW HOLLAND CONSTRUCTION EQUIPMENT (INDIA) PRIVATE LIMITED
Case 770 Loader Backhoe powered by KOEL 4R10TC BS-III, water cooled diesel engine developing 76hp@2200 rpm, fitted with 0.26 Cum backhoe bucket, 1.00 Cum loader bucket and with 9x16 tyres (front) and 16.9 x 28(rear) and generally as per our specification sheet.
Basic price 1 18,35,000..00 C G S T@14% S G S T@14%
2,56,900.00 2,56,900.00
Total 23,48,800.00 TCS @ 1% 23,488.00 Grand Total 23,72,288.00
1 PRICE BASIS The Price quoted are inclusive of CGST@ 14%, SGST@ 14% and TCS @1%.
2 PAYMENT 20% advance along with the order. Balance 80% before delivery of the machine
Name of the Beneficiary : Afro Asia Equipments Pvt Ltd
Name of the Bank & Branch : ICICI Bank, M.G.Road Branch, Bangalore – 560 001
Account No : 000205026384, IFSC Code : ICIC0000002
3 INSURANCE To your account, to be provided before despatch of the machine
4 REGISTRATION To your account, however we will provide Temporary regn.valid for 30 days
5 WARRANTY 12 months from the date of commissioning as per CASE Policy. However, Engine warranty will be as per the policy of the Engine Manufacturers.
6 ORDER PLACEMENT
You may kindly place your order on Afro Asia Equipment Private Limited, Bangalore – 560092
7 DELIVERY Within 15 to 20 days from the date of completion of all technical and commercial transactions
8 VALIDITY Our offer is valid for 30 days from date of our quotation
Thanking you and assuring you of our best services at all times, we remain, Yours faithfully, For Afro Asia Equipments Private Limited
MaRS Planning & Engineering Services Pvt. Ltd Freight Type Land
601, Surmount, Opp. Iscon Mega Mall Est Ship Date To be Decided
S. G. Highway Est Gross Weight To be Decided
Ahmedabad – 380015 Est Cubic Weight To be Decided
Gujarat, India Total Packages 1
SL
NO.
MODEL
NO. QTY UNIT PRICE TAX (%)
TOTAL AMOUNT
(Rs)
1 U101 V1 1 4,850.00 5.50% 4,850.00
2 1 4,800.00 14.50% 4,800.00
3 1 3,000.00 14.50% 3,000.00
4 1 30.00 14.50% 30.00
5 1 250.00 14.50% 250.00
6 1 300.00 14.50% 300.00
-
-
-
-
-
[42] Subtotal 13,230.00
TERMS OF SALE AND OTHER COMMENTS
Service Tax 14.50% 775.75
Vat 5.50% 266.75
Vat @ 14.50% 439.35
Total Tax 1,481.85
Legal/Consular -
Inspection/Cert. -
Other (specify) -
Other (specify) -
TOTAL 14,712
Currency INRRupees: Fourteen Thousand Seven Hundred and
twelve Only
IFSC Code: UTIB0000468
Quotation
RFID Reader 125Khz LF
RFID Card
Geo Tagging / Location (Collection
Point)
Installation Charges
DESCRIPTION
1. 100% Advance Payment along with P O.
Bank & Branch Name: Axis Bank Ltd,Vijayanagar Branch, Ba
Account Number: 912020010804650
aQuila Track hardware device
Yearly Tracking Subscription charges
2. All payments to be done in favour of iTriangle
Infotech Pvt. Ltd., Bangalore
GPS-GSM-RFID based Municipal Waste
Pickup Management system
www.itriangle.in
Contents
Executive summary 3
Problem definition 3
Proposed Solution 4
Solution Functionalities 4
Waste Bin Creation 4
Creation of Dump yard creation 5
Bin/Waste Pick up and Unloading Report. 6
Current Operation Status 7
Live Tracking 7
Route Reply 8
Bin Collection Report 8
Dump yard Visit Report 9
Live Tracking Report(Satellite view) 9
Daily Report 10
Halt and Stop Report 10
Advance Monthly Report 11
Geo Fence Report 11
Engine Run hours 12
Additional Solutions(optional at extra cost). 12
RFID based solutions. 12
Panic Button Alerts. 12
www.itriangle.in
Executive summary
A Bangalore based ISO 9001:2008 certified Company
Has developed a proprietary platform for Remote Data Acquisition, based on GPS-GSM-RFID
that could be used across various industry sectors.
Having complete proprietary platform for remote data acquisition which can be adapted to any
of the domains like automotive, industrial, health care, logistics etc.
Also, focusing on next generation web applications and handheld computing.
Has undertaken and successfully executed real time industry projects in the domains of
automotive, telecommunication and industrial automation.
Having a global R and D Team with 65+ engineers from different areas of expertise such as
embedded systems, mechanical design, web application, mobile computing, automotive
systems and medical applications.
For more information about the company, visit www.itriangle.in.
Problem definition
Municipal Waste Pick Up and Management is one of the critical functions and responsibilities of
any Municipal Corporation across the Country. The general awareness on hygiene and health
has increased amongst Citizens and the general public sees effective implementation of the
regular pick up of Mu icipal Waste as a ajor factor i ai tai i g the respecti e to ’s cleanliness and hygiene. But on the other hand, it is a major challenge to the Corporation to
ensure the pickup of the Municipal waste from all the appointed locations of the town on a
regular basis and dump it in the appointed yard. There are often many complaints from the
citizens with regards to the irregularity in the waste pick up from their ward locations, although
the Corporation has appointed staff and vehicles to ensure regularity. But because of the laxity
of the staff involved in the Municipal Waste pick up, the Corporation often ends up incurring the
wrath of the general public, besides spending huge sums of money. There is an acute need of
tracking and monitoring the vehicles which are meant to carry out the Waste Pick up operations,
ensure that they strictly follow the assigned routes and regularly visit the pickup points and