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BILL OF QUANTITIES BILL NO. 1: SITE CLEARANCE AND DISMANTLINGPlanned Achieved Planned Achieved Achieved
Location of Activities
1.01 Hect. 127 11117 1411859 20 20
1.02 (a) Nos. 200 140 28000 125 125
1.02 (b) Nos. 300 275 82500 150 150
1.02 (c) Nos. 600 421 252600 300 300
1.02 (d) Nos. 1,000 585 585000 450 450
1.03 (a) cum - 117 0
1.03 (b) cum 455 176 80080
1.03 (c) cum 1,000 82 82000
1.03 (d) Cum 22,328 91 2031848
1.03 (e) cum 47 70 3290
1.03 (f) Nos. 8 59 472
1.03 (g) Nos. 40 23 920
1.03 (h) Nos. 125 23 2875
1.03 (i) Rmt 1,250 35 43750
1.03 (j) cum 125 47 5875
1.03 (k) Nos. 50 47 2350
1.03 (l) cum 152 117 17784
1.03 (m) Rmt 266 59 15694
1.03 (n) Cum 515 82 42230
1.03 (o) Sqm - 23 0
1.04 (a) Rmt 50 59 2950
1.04 (b) Rmt 35 70 2450
1.04 (c) Rmt 45 117 5265
1.05 Cum - 0
1.06 Cum - 0
1.07 Sqm - 0
Total Carried to Page Collection - 4,699,792
BILL OF QUANTITIES BILL NO. 2 : EARTHWORK
2.01 Cum 181,412 39 7075068
2.02 Cum 408,764 135 55183140
2.03 Cum 115,450 39 4502550
2.04 Cum 321,270 138 44335260
2.05 Cum 76,923 39 2999997
2.06 Cum 99,218 138 13692084
2.07 cum 49,180 29 1426220
2.08 sqm 19,614 18 353052
2.09 sqm 209,370 9 1884330
Total Carried to Page Collection - 131,451,701
BILL NO. 3: GRANULAR BASE COURSE AND SUB-BASE
3.01 Cum 235,899 869 204996231
3.02 Cum 161,984 1176 190493184
Work BOQ at Haridwar-Dehradun Section from km 211+000 to km 218+200 of NH - 58 and from km 165.000 to km 196.825 of NH-72
Item No.
Total Quantity
Total Planned
Clearing and grubbing road land, embankment slope, drain, cross-drainage structures, major/minor bridges, underpasses, ROBs, grade separators, including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, for all leads and lifts including removal and disposal of top organic soil not exceeding 150 mm in thickness, complete in all respect as per Technical Specification Clause 201of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. (Original ground levels shall be taken before starting clearing / grubbing operations)
Chainage 195 of NH 72 \ 211 of NH 58 lenth is 4KM
Uprooting of trees girth from 300mm to 600mm, including removal of stumps and roots of trees cut earlier and disposal of unserviceable materials and stacking of usable material to be used or auctioned, for all leads and lifts and back filling with approved material in depression/ pit, complete in all respect as per Technical Specification Clause 201of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual uprooting of trees at site.
Chainage 196 of NH 72 \ 211 of NH 58
Uprooting of trees girth from 600mm to 900mm, including removal of stumps and roots of trees cut earlier and disposal of unserviceable materials and stacking of usable material to be used or auctioned, for all leads and lifts and back filling with approved material in depression/ pit, complete in all respect as per Technical Specification Clause 201of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual uprooting of trees at site.
Chainage 197 of NH 72 \ 211 of NH 58
Uprooting of trees girth from 900mm to 1800mm, including removal of stumps and roots of trees cut earlier and disposal of unserviceable materials and stacking of usable material to be used or auctioned, for all leads and lifts and back filling with approved material in depression/ pit, complete in all respect as per Technical Specification Clause 201of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual uprooting of trees at site.
Chainage 198 of NH 72 \ 211 of NH 58
Uprooting of trees girth above 1800mm, including removal of stumps and roots of trees cut earlier and disposal of unserviceable materials and stacking of usable material to be used or auctioned, for all leads and lifts and back filling with approved material in depression/ pit, complete in all respect as per Technical Specification Clause 201of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual uprooting of trees at site.
Chainage 199 of NH 72 \ 211 of NH 58 & 191 of NH 72
Dismantling Rubble stone masonry in cement mortar and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Dismantling of reinforced cement concrete (RCC) for culverts, bridges and other structures and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Dismantling of brick masonry in cement mortar and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Dismantling of Bituminous Courses (Mechanical Means) and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Dismantling of stone pitching / dry stone spalls and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Dismantling of 5th Kilometre stone including foundation concrete if any and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Dismantling of Kilometre stone including foundation concrete if any and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Dismantling of Hectometre / Boundary stones including foundation concrete if any and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Dismantling of Pipe /Guard rails /Edging Kerbs/ Masonry parapet /Gutters and Fencing and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Dismantling of Non-bituminous base / sub base course and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Dismantling of Sign Boards and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Dismantling of plain cement concrete (PCC) for culverts, bridges and other structures and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Dismantling of RCC railing and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Dismantling of Dry Rubble Masonry and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Dismantling of Semi-Pucca structure (Tiled roof/AC sheet roof) and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual Dismantling at site. Removing hume pipe class NP2/NP3 from 300 mm to 600mm dia including earth work and dismantling of masonry works and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual removing of pipe at site. Removing hume pipe class NP2/NP3 of from 600 mm to 900mm dia including earth work and dismantling of masonry works and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual removing of pipe at site. Removing hume pipe class NP2/NP3 of above 900 mm dia including earth work and dismantling of masonry works and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 202 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual removing of pipe at site. Back filling with approved sand flooded with water in the Deep wells as per
Technical Specifications Clause 305 and as directed by the Engineer.Providing and laying Cement Concrete slab on wells Excluding centring and shuttering/deshuttering, staging/destaging but including curing, complete in all respect as per Drawings and Technical Specifications Sections 1500,1700, 2100 and Technical Specifications Clause 304.Providing and fixing, centring and shuttering/deshuttering, staging/destaging including all consumables for laying Cement Concrete in slab of well, complete in all respect as per Drawings and Technical Specifications Sections.
Earthwork in excavation in all type of soil including marshy soil necessary for construction of roadway by mechanical means including cutting and pushing the earth to site embankment for all leads and lifts, including trimming bottom and side slope in accordance with requirement of lines, grades and cross sections and including all expenses pertaining to dewatering and sludge removal, if required, complete in all respect as per Technical Specification Clause 301 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. (Original ground levels shall be taken before starting of work).
Construction of embankment with approved material obtained from borrow pits area with all leads and lifts including transporting to site, spreading, grading to required slope and compacting, complete in all respect as per requirement of Technical Specification Clause 305 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Nothing extra shall be paid if party brings the material from distant leads.Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structure with all leads and lifts including spreading, grading to required slope and compacting, complete in all respect as per requirement of Technical Specification Clause 305 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Construction of sub grade and earthen shoulder with approved material obtained from borrow pits area with all leads and lifts including transporting to site, spreading, grading to required slope and compacting, complete in all respect as per requirement of Technical Specification Clause 305 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Nothing extra shall be paid if party brings the material from distant leads.Construction of sub grade and earthen shoulder with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structure with all leads and lifts including spreading, grading to required slope and compacting, complete in all respect as per requirement of Technical Specification Clause 305 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Construction of Median and Island with approved material obtained from borrow pits area with all leads and lifts including transporting to site, spreading, grading to required slope and compacting, complete in all respect as per requirement of Technical Specification Clause 407 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Nothing extra shall be paid if party brings the material from distant leads.Loosening and recomposing of ground up to a level of 500mm below the sub grade level, watered, graded and compacted in layers to meet the requirement, complete in all respect as per Technical Specification Clause 305.3.4 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. (Original ground levels shall be taken before starting of work).Turfing at the embankment slope with fine grassing/doob, including complete loosening of slope surface, dressing evenly, breaking of clods, removal of rubbish, supply & spreading 12.5 mm manure over the surface, watering and supplying & grassing doobs grass roots at the distance of 5 cm apart in either direction and its Maintenance for a period of six months in proper condition, including watering & replacement of grass in case of theft, damage and death of grass,, all to the satisfaction of Project incharge EIEL, IC and NHAI in all respect. Payment shall be released once the grass covers the whole area.
Scarifying Existing Bituminous surface to a depth of 50mm by Mechanical Means and disposal of materials for all leads and lifts complete in all respect as per Technical Specification Clause 305.4.3 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Original quantities shall be premeasured before starting of work.
Providing and laying GSB, including, carriage of mixed Material to work site ( for all leads and lifts), spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, water charges (Tanker and water) and cost of labour engaged for dressing, laying & oversize removal , complete in all respect as per requirement of Technical Specification Clause 401 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
Providing and laying WMM (including profile corrective course) which includes stacking of stone chips behind WMM plant at regular interval and their loading in the plant by engaging loaders, tippers & labours and operators for operating and running of plant, premixing the material with water in WMM plant, transportation of mixed material by tipper (for all leads and lifts) and its unloading in paver, laying of WMM in uniform layer with paver finisher & compacting with vibratory roller, complete in all respect as per requirement of Technical Specification Clause 406 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
HARIDWAR-DEHRADUN
Page 4 of 79
Description Unit Rate AmountItem
No. Total
Quantity
Total Carried to Page Collection - 395,489,415
BILL NO. 4: BITUMINOUS COURSE / CEMENT CONCRETE PAVEMENT
4.01 Sqm 538,251 27 14532777
4.02 (a) Sqm 507,768 8 4062144
4.02 (b) Sqm 1,359,040 7 9513280
4.03 Cum 4,179 4832 20192928
4.04 Cum 63,820 5359 342011380
4.05 Cum 26,199 6326 165734874
4.06 Cum 2,520 2337 5889240
4.07 Cum 5,040 3882 19565280
Total Carried to Page Collection - 581,501,903
BILL No. 5- CROSS DRAINAGE WORKS (Culverts)
5.01 Cum 45,081 42 1893402
5.02 cum - 170 0
5.03 cum - 775 0
5.04 Cum - 326 0
5.05 cum 3,603 2718 9792954
5.06.a) cum 10,014 2928 29320992
5.06.b) cum 1,475 3054 4504650 520 520
5.06.c) cum 3,089 3077 9504853 600 600
5.06.d) cum 1,718 3268 5614424 100 100
5.07 a) Tonne 125 38804 4850500 120 120
5.07 b) Tonne 263 39155 10297765
5.07 c) Tonne 310 39506 12246860
5.08 cum - 2718 0
5.09 cum 1,927 3245 6253115 1200 1200 Precasted at Camp-1
5.10 No. 1,877 129 242133
5.11 Cum 7,230 674 4873020
5.12 cum 3,113 703 2188439
5.13 cum 537 674 361938
5.14 Rmt 2,601 28 72828
5.15 sqm - 0
5.16 sqm 1,244 1281 1593564
5.17.a RM - 0
5.17.b RM - 0
5.17.c RM 1,020 6192 6315840
5.18 RM - 0
5.19 Nos. - 234 0
5.20 RM 883 4845 4278135
5.21Providing Pillar for inscribing structure number as per T.S. 800.
Nos.
5.22Plastering
Sqm 2,045 76 155420
5.23White Washing
Sqm. 2,045 8 16360
5.24 sqm 10,014 187 1872618
5.25 sqm 1,475 146 215350
Providing and laying bituminous prime coat over prepared surface of granular base with bituminous emulsion complete as per Technical Specification Clause 502. (Table 500-1)Providing and laying Tack Coat @2.5 kg/10 sqm, over granular surface with bituminous emulsion complete in all respect as per requirement of Technical Specification Clause 503. of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing and laying Tack Coat @2.0 kg/10 sqm, over bituminous surface with bituminous emulsion, complete in all respect as per requirement of Technical Specification Clause 503. of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing and laying Bituminous Macadam (including profile correction), including transportation of hot mixed material by tippers (for all leads and lifts) and its unloading in paver, laying of material with a hydrostatic paver finisher with sensor control to the required grade, level alignment, rolling with smooth wheeled, vibratory & tandem rollers to achieve desired compaction and labour required for BM laying operation work, complete in all respect as per requirement of Technical Specification Clause 501 & 504 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
Providing and laying Dense Graded Bituminous Macadam (DBM) (including profile correction), including transportation of hot mixed material by tippers (for all leads and lifts) and its unloading in paver, laying of material with a hydrostatic paver finisher with sensor control to the required grade, level alignment, rolling with smooth wheeled, vibratory & tandem rollers to achieve desired compaction and labour for applying tack coat & required for DBM laying operation work complete, in all respect as per requirement of Technical Specification Clause 507 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
Providing and laying Bituminous Concrete (BC) using Modified Bitumen, including transportation of hot mixed material by tippers (for all leads and lifts) and its unloading in paver, laying of material with a hydrostatic paver finisher with sensor control to the required grade, level alignment, rolling with smooth wheeled, vibratory & tandem rollers to achieve desired compaction and labour required for BC laying operation work, complete in all respect as per requirement of Technical Specification Clause 509 & 521 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
Providing and laying Dry Lean Cement concrete (DLC) as per with a minimum cement content of 150kg/Cum complete in all respect as per requirement Table 600-1of Technical Specification Clause 601of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing un-reinforced, dowel jointed, Pavement Quality Concrete (PQC) of M 40 grade concrete with minimum cement content of 400kg/Cum, including all costs of jointing, edge cutting, dowel bars etc., complete in all respect as per requirement of Technical Specification Clause of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
Earth work in excavation of foundation for Cross Drainage work such as Box Culverts and Pipe Culverts etc in all types of soil including marshy soil & ordinary rock by mechanical means (Excluding dewatering) with all leads and lifts complete in all respect as per Technical Specification Clause304, 309 and 2903 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. (Original ground levels shall be taken before starting of work).Providing & filling behind abutments, wing walls/ retaining walls and return walls or any other area with selected granular materials complete in all respect as per Technical Specification Clause 305 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing and laying Filter media of Stone aggregate conforming to Technical Specifications Clause 2504.2.2 behind abutments, wing walls and return walls , retaining wall with well packed material to specified thickness with smaller size towards the soil and bigger size towards the wall complete complete in all respect with all leads and lifts as per requirement of Technical Specification Clause 305 & 2504 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Nothing extra shall be paid if party brings the material from distant leads.
Providing and laying approved sand filling in Foundation Trenches as per
Drawing & Technical Specification clause 1008 and conforming to the IS-383Providing and laying Plain Cement Concrete M-15 grade for levelling course below foundation, curtain wall, toe wall, guard stones of Box culverts including providing & fixing centring, shuttering/deshuttering staging/destaging scaffolding (if required) etc for all heights and curing complete as per drawings and technical specification section clause 1500,1700 and 2100 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Providing & Laying Plain Cement Concrete M-20 grade for head wall / curtain walls including treatment of joints between existing and new structures including curing for all heights but excluding of the cost of reinforcement, shuttering & staging etc. all complete as per drawing, Technical Specification section 1500,1700,2100 & 2200 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Providing & laying Reinforced Cement Concrete of M-25 grade RCC for foundation of Box Culvert including treatment of joints between existing and new structures including curing for all heights but excluding of the cost of reinforcement, shuttering & staging etc. all complete as per drawing, Technical Specification section 1500,1700,2100 & 2200 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
Chainage 191 of NH 72 Precasted at Camp-1
Providing & laying Reinforced Cement Concrete of M-25 grade for Sub structure of Box Culvert including treatment of joints between existing and new structures including curing for all heights but excluding of reinforcement, shuttering & staging etc. all complete as per drawing, Technical Specification section 1500,1700,2100 & 2200 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
Chainage 191 of NH 72 Precasted at Camp-1
Providing & laying Reinforced Cement Concrete of M-30 grade for Super structure of Box Culvert including treatment of joints between existing and new structures including curing for all heights but excluding the cost of reinforcement, shuttering & staging etc. all complete as per drawing, Technical Specification section 1500,1700,2100 & 2200 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Providing & fixing HYSD bar reinforcement for foundation of retaining walls, crash barriers, kerbs etc. of Box Culverts including straightening, cutting, bending, placing & binding with wire (cost of binding wire inclusive) and applying cement coating (cement supplied free of cost) and cover block making and placing (cement and sand supplied free of cost) complete in all respect as per Technical Specification Section 1600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Necessary chairs, spacer bars, welding supports wherever necessary shall also be made and fixed as per direction of the engineer -in-charge and the same shall also be measured for payment. Reinforcement required for the work shall be provided by EIEL at their store, however shifting/transportation of reinforcement steel from store to site is in contractor's scope (vehicle will be provided to transport the reinforcement steel if required- free of cost).
Chainage 191 of NH 72 Precasted at Camp-1
Providing & fixing HYSD bar reinforcement for substructures of retaining walls, crash barriers, kerbs etc. of Box Culverts including straightening, cutting, bending, placing & binding with wire (cost of binding wire inclusive) and applying cement coating (cement supplied free of cost) and cover block making and placing (cement and sand supplied free of cost) complete in all respect as per Technical Specification Section 1600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Necessary chairs, spacer bars, welding supports wherever necessary shall also be made and fixed as per direction of the engineer -in-charge and the same shall also be measured for payment. Reinforcement required for the work shall be provided by EIEL at their store, however shifting/transportation of reinforcement steel from store to site is in contractor's scope (vehicle will be provided to transport the reinforcement steel if required- free of cost).
Providing & fixing HYSD bar reinforcement for super structures of retaining walls, crash barriers, kerbs etc. of Box Culverts including straightening, cutting, bending, placing & binding with wire (cost of binding wire inclusive) and applying cement coating (cement supplied free of cost) and cover block making and placing (cement and sand supplied free of cost) complete in all respect as per Technical Specification Section 1600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Necessary chairs, spacer bars, welding supports wherever necessary shall also be made and fixed as per direction of the engineer -in-charge and the same shall also be measured for payment. Reinforcement required for the work shall be provided by EIEL at their store, however shifting/transportation of reinforcement steel from store to site is in contractor's scope (vehicle will be provided to transport the reinforcement steel if required- free of cost).
Providing & laying Plain cement concrete of M-15 Grade for levelling course below approach slabs for culverts including providing & fixing centring, shuttering/deshuttering staging/destaging scaffolding (if required) etc for all heights and curing complete as per drawings and technical specification section clause 2700 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Providing & laying Reinforcement cement concrete of M-30 grade in approach slab in Box Culvert excluding the cost of reinforcement, shuttering & staging etc complete as per drawings and technical specification section 1500,1600,1700 & 2704 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Providing Weep holes in abutments, wing walls, return walls etc. complete as per drawings and technical specification clause 2706 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Providing and laying Stone boulder apron complete as per drawings and Technical Specifications Clause 2503 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. providing and laying stone pitching on sloped and flat surfaces (300 mm thick) for earth protection complete as per drawings and technical specification section 2500, 2504 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Providing and laying Filter material underneath stone pitching on slopes and flat surface complete as per drawing & technical specification section 2500, 2504 (150 mm thick) of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Providing and fixing 12 mm thick premoulded filler joint complete as per technical specification clause 2605 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Providing and fixing Tar paper bearing complete as per specification clauses of
MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing and laying 40mm thick compression fibber board expansion joint as per drawing and technical specification clause 2600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing, laying & jointing Reinforced Cement Concrete 900 mm Dia Hume Pipe NP-4 (as per IS:458-2003), including loading, unloading, fixing of collar with cement mortar 1:3 as per line & levels, in all respect as per Technical Specification Clause 2900 of MoSRT&H and IRC SP No 13-1998 and Instruction of IC, NHAI & Project Engineer of EIELProviding, laying & jointing Reinforced Cement Concrete 1000 mm Dia Hume Pipe NP-4 (as per IS:458-2003), including loading, unloading, fixing of collar with cement mortar 1:3 as per line & levels, in all respect as per Technical Specification Clause 2900 of MoSRT&H and IRC SP No 13-1998 and Instruction of IC, NHAI & Project Engineer of EIELProviding, laying & jointing Reinforced Cement Concrete 1200 mm Dia Hume Pipe NP-4 (as per IS:458-2003), including loading, unloading, fixing of collar with cement mortar 1:3 as per line & levels, in all respect as per Technical Specification Clause 2900 of MoSRT&H and IRC SP No 13-1998 and Instruction of IC, NHAI & Project Engineer of EIEL.Cleaning and clearing of fully or partially chocked pipe culverts to allow proper flow of water in all respect as per Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.Painting on culvert no. and span arrangement as per Technical Specification
Clause 800 of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.Providing and fixing Tubular Steel Railing on Precast RCC Posts, 1.2 m High Above Ground Level Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing
Providing & Fixing of shuttering/deshuttering in Wing Wall/Curtain Wall of box culverts to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.
Providing & Fixing of shuttering/deshuttering in Raft of box culverts to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.
Providing & Fixing of shuttering/deshuttering in Wall & brackets of box culverts to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.
Providing & Fixing of shuttering/deshuttering in Deck and Parapet of box culverts to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.
Providing & Fixing of shuttering/deshuttering in Approach Slab of box culverts to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.
Earth work in excavation of foundation for structure work in all types of soil including marshy soil & ordinary rock by mechanical means (Excluding dewatering) with all leads and lifts complete in all respect as per Technical Specification Clause 301 & 304 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. (Original ground levels shall be taken before starting of work).
Chainage 211 of NH 58 motichur river and song river
Providing & filling behind abutments, wing walls/ retaining walls and return walls or any other area with selected granular materials complete in all respect as per Technical Specification Clause 305 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing and laying Filter media of Stone aggregate conforming to Technical Specifications Clause 2504.2.2 behind abutments, wing walls and return walls , retaining wall with well packed material to specified thickness with smaller size towards the soil and bigger size towards the wall complete complete in all respect with all leads and lifts as per requirement of Technical Specification Clause 2200 & 2504 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Nothing extra shall be paid if party brings the material from distant leads.
(6A) 6.04 a)
Providing and laying Plain Cement Concrete M-15 grade under foundation in structures, including providing & fixing centring, shuttering/deshuttering staging/destaging scaffolding (if required) etc for all heights and curing complete as per drawings and technical specification section clause 1500,1700 and 2100 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. (Excluding the cost of surface reinforcement
Chainage 211 of NH 58 motichur river and song river
(6A) 6.04 b)
Providing and laying Plain Cement Concrete M-15 for Top Plug for well foundation in structures, including providing & fixing centring, shuttering/deshuttering staging/destaging scaffolding (if required) etc for all heights and curing complete as per drawings and technical specification section clause 1500,1700 and 2100 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. (Excluding the cost of surface reinforcement (6A) 6.04
c)
Providing and laying Plain Cement Concrete M-15 for RE wall foundation in structures,inluding providing & fixing centring, shuttering/deshuttering staging/destaging scaffolding (if required) etc for all heights and curing complete as per drawings and technical specification section clause 1500,1700 and 2100 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. (Excluding the cost of surface reinforcement (6A) 6.04
d)
Providing and laying Plain Cement Concrete of M-25 Grade Bottom Plug for Well Foundation in structures,inluding providing & fixing centring, shuttering/deshuttering staging/destaging scaffolding (if required) etc for all heights and curing complete as per drawings and technical specification section clause 1500,1700 and 2100 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. (Excluding the cost of surface reinforcement Bored cast-in-situ M-35 grade 1200 mm Dia RCC Pile including boring for piling, cost of initial and routine load test as per BIS:2911 and reinforcement and removal of excavated earth with all lead and lifts complete as per drawing and technical specifications 1100,1600,1700 and IRC 78-2000 & Instruction of IC, NHAI & Project Engineer of EIEL.
Chainage 211 of NH 58 motichur river and song river
(6A) 6.05a
Conducting Initial Pile load test in compression as per IS:2911 partIV.Safe load consider to be 350M Ton.Payment to be made as per final test load+ extra load of25% above Kentiledge as per IS code i.e. for initial test it will be 2.5 times
(6A) 6.05b
Conducting Routine Pile load test in compression as per IS:2911 partIV.Safe load consider to be 350M Ton.Payment to be made as per final test load+ extra load of25% above Kentiledge as per IS code i.e. for initial test it will be 2.5 times
(6A) 6.05c
(6A) 6.06 a)
Providing and laying in position reinforce cement concrete of M-30 grade for well steining including Curing but excluding providing & fixing centring, shuttering/deshuttering staging/destaging, cost of reinforcement, complete as per drawing and technical specification clause 1100, 1500 and 1700 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.06 b)
Providing and laying in position reinforce cement concrete of M-35 grade for Pile Cap, including Curing but excluding providing & fixing centring, shuttering/deshuttering staging/destaging, cost of reinforcement, complete as per drawing and technical specification clause 1100, 1500 and 1700 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.07 (a)
Providing & fixing HYSD bar reinforcement for Foundation in Structure Work including straightening, cutting, bending, placing & binding with wire (cost of binding wire inclusive) and applying cement coating (cement supplied free of cost) and cover block making and placing (cement and sand supplied free of cost) complete in all respect as per Technical Specification Section 1600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Necessary chairs, spacer bars, welding supports wherever necessary shall also be made and fixed as per direction of the engineer -in-charge and the same shall also be measured for payment. Reinforcement required for the work shall be provided by EIEL at their store, however shifting/transportation of reinforcement steel from store to site is in contractor's scope (vehicle will be provided to transport the reinforcement steel if required- free of cost).
(6A) 6.07 (b)
Providing & fixing HYSD bar reinforcement for Well Steining in Structure Work including straightening, cutting, bending, placing & binding with wire (cost of binding wire inclusive) and applying cement coating (cement supplied free of cost) and cover block making and placing (cement and sand supplied free of cost) complete in all respect as per Technical Specification Section 1600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Necessary chairs, spacer bars, welding supports wherever necessary shall also be made and fixed as per direction of the engineer -in-charge and the same shall also be measured for payment. Reinforcement required for the work shall be provided by EIEL at their store, however shifting/transportation of reinforcement steel from store to site is in contractor's scope (vehicle will be provided to transport the reinforcement steel if required- free of cost).
Chainage 211 of NH 58 motichur river
(6A) 6.07 c)
Providing & fixing HYSD bar reinforcement for Sub Structure in Structure Work including straightening, cutting, bending, placing & binding with wire (cost of binding wire inclusive) and applying cement coating (cement supplied free of cost) and cover block making and placing (cement and sand supplied free of cost) complete in all respect as per Technical Specification Section 1600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Necessary chairs, spacer bars, welding supports wherever necessary shall also be made and fixed as per direction of the engineer -in-charge and the same shall also be measured for payment. Reinforcement required for the work shall be provided by EIEL at their store, however shifting/transportation of reinforcement steel from store to site is in contractor's scope (vehicle will be provided to transport the reinforcement steel if required- free of cost).
(6A) 6.07 d)
Providing & fixing HYSD bar reinforcement for Super Structure in Structure Work including straightening, cutting, bending, placing & binding with wire (cost of binding wire inclusive) and applying cement coating (cement supplied free of cost) and cover block making and placing (cement and sand supplied free of cost) complete in all respect as per Technical Specification Section 1600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Necessary chairs, spacer bars, welding supports wherever necessary shall also be made and fixed as per direction of the engineer -in-charge and the same shall also be measured for payment. Reinforcement required for the work shall be provided by EIEL at their store, however shifting/transportation of reinforcement steel from store to site is in contractor's scope (vehicle will be provided to transport the reinforcement steel if required- free of cost).
(6A) 6.07 e)
Providing & fixing HYSD bar reinforcement for Girder in Structure Work including straightening, cutting, bending, placing & binding with wire (cost of binding wire inclusive) and applying cement coating (cement supplied free of cost) and cover block making and placing (cement and sand supplied free of cost) complete in all respect as per Technical Specification Section 1600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Necessary chairs, spacer bars, welding supports wherever necessary shall also be made and fixed as per direction of the engineer -in-charge and the same shall also be measured for payment. Reinforcement required for the work shall be provided by EIEL at their store, however shifting/transportation of reinforcement steel from store to site is in contractor's scope (vehicle will be provided to transport the reinforcement steel if required- free of cost).
(6A) 6.07 f)
Providing & fixing HYSD bar reinforcement for Crash Barrier in Structure Work including straightening, cutting, bending, placing & binding with wire (cost of binding wire inclusive) and applying cement coating (cement supplied free of cost) and cover block making and placing (cement and sand supplied free of cost) complete in all respect as per Technical Specification Section 1600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Necessary chairs, spacer bars, welding supports wherever necessary shall also be made and fixed as per direction of the engineer -in-charge and the same shall also be measured for payment. Reinforcement required for the work shall be provided by EIEL at their store, however shifting/transportation of reinforcement steel from store to site is in contractor's scope (vehicle will be provided to transport the reinforcement steel if required- free of cost).
(6A) 6.08 a)
Providing and laying in position reinforce cement concrete of M-25 grade for RE Wall Foundation, including Curing but excluding providing & fixing centring, shuttering/deshuttering staging/destaging, cost of reinforcement, complete as per drawing and technical specification clause 1500, 1700 & 2100 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.08 b)
Providing and laying in position reinforce cement concrete of M-30 grade for Open/Raft Foundation, including Curing but excluding providing & fixing centring, shuttering/deshuttering staging/destaging, cost of reinforcement, complete as per drawing and technical specification clause 1500, 1700 & 2100 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.09 a)
Providing and laying in Reinforced Cement Concrete of M 30 Grade in pier, pier cap, pedestals, abutment wall, abutment cap, dirt wall, wing wall, retaining wall, return wall etc., including Curing but excluding providing & fixing centring, shuttering/deshuttering staging/destaging, cost of reinforcement, complete as per drawing and technical specification clause 1500, 1700 & 2200 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.(6A) 6.09
b)
Providing and laying in Reinforced Cement Concrete of M 35 Grade in pier, pier cap, pedestals, abutment wall, abutment cap, dirt wall, wing wall, retaining wall, return wall etc., including Curing but excluding providing & fixing centring, shuttering/deshuttering staging/destaging, cost of reinforcement, complete as per drawing and technical specification clause 1500, 1700 & 2200 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.(6A) 6.10
a)
Providing and laying in Reinforced Cement Concrete of M 30 Grade in Solid Slab etc., including Curing but excluding providing & fixing centring, shuttering/deshuttering staging/destaging, cost of reinforcement, complete as per drawing and technical specification clause 1500, 1700 & 2500 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.10 b)
Providing and laying in Reinforced Cement Concrete of M 40 Grade in T Beam and Slab etc., including Curing but excluding providing & fixing centring, shuttering/deshuttering staging/destaging, cost of reinforcement, complete as per drawing and technical specification clause 1500, 1700 & 2500 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing and laying Prestressed Cement Concrete of M40 Grade in T Beam and Slab, including Curing but excluding providing & fixing centring, shuttering/deshuttering staging/destaging, cost of reinforcement, complete as per drawing and technical specification clause 1500, 1700 & 2300 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.12 a)
Transportation, cutting, bending, binding and placing in position and profiling High Tensile Steel strands of 12 T 13 cables of specified ultimate strength including cutting, threading, typing and laying necessary anchorage, sheathing, stressing, grouting etc. complete as per drawing and technical specification clause of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.12 b)
Transportation, cutting, bending, binding and placing in position and profiling High Tensile Steel strands of 19 T 13 cables of specified ultimate strength including cutting, threading, typing and laying necessary anchorage, sheathing, stressing, grouting etc. complete as per drawing and technical specification clause of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.13 a)
Providing and laying over the top of deck slab 25mm thick mastic asphalt in Main Carriageway as per drawings and Technical Specifications Section 500 and 2700 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.13 b)
Providing and laying over the top of deck slab 40mm thick asphalt concrete in Main Carriageway as per drawings and Technical Specifications Section 500 and 2700 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing and fixing galvanized drainage spouts along with Drain Pipe complete as per drawings and Technical Specifications Section 2705 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.15 a)
Providing and fixing in position Tar Paper Bearing true to line and level complete as per drawing and Technical Specification Section 2000 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.15 b)
Providing and Fixing in position Elastomeric Bearing true to line and level complete as per drawing and Technical Specification Section 2000 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.15 c) i)
Providing and Fixing in position 150T capacity Fixed type POT cum PTFE Bearings of any Capacity to line and level complete as per drawing and Technical Specification Section 2000 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.15 c) ii)
Providing and Fixing in position 180T capacity Fixed type POT cum PTFE Bearings of any Capacity to line and level complete as per drawing and Technical Specification Section 2000 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.15 c) iii)
Providing and Fixing in position 250T capacity Fixed type POT cum PTFE Bearings of any Capacity to line and level complete as per drawing and Technical Specification Section 2000 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.15 c) iv)
Providing and Fixing in position 350T capacity Fixed type POT cum PTFE Bearings of any Capacity to line and level complete as per drawing and Technical Specification Section 2000 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.15 c) v)
Providing and Fixing in position 5550T capacity Fixed type POT cum PTFE Bearings of any Capacity to line and level complete as per drawing and Technical Specification Section 2000 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
HARIDWAR-DEHRADUN
Page 6 of 79
Description Unit Rate AmountItem
No. Total
Quantity
No - 15213 0
Nos 356 21064 7498784
No - 36862 0
(6A) 6.16 Rmt 582 9479 5516778
(6A) 6.17 Rmt - 176 0
(6A) 6.18 Sqm - 527 0
(6A) 6.19 Sqm 299 1287 384813
(6A) 6.20 Cum 145 2717 393965
(6A) 6.21 Cum 284 3245 921580
(6A) 6.22 Cum 404 703 284012
(6A) 6.23 Nos 831 129 107199
Sqm - 2667 0
Cum - 170 0
Cum - 3649 0
Cum 2,655 3649 9688095
Cum - 2107 0
(6A) 6.26 Cum 198 674 133452
(6A) 6.27 Rmt 0
0-4m DepthRmt 215 44468 9560620 10 10
4-8m DepthRmt 215 49149 10567035 10 10
8-12m DepthRmt 215 58511 12579865 10 10
12-16m DepthRmt 215 60851 13082965 10 10
16-20m DepthRmt 215 70213 15095795 10 10
(6A) 6.28Sand Filling in Wells complete as per Drawing and Technical Specifications.
cum 22,442 326 7316092
(6A) 6.29 MT 929 58511 54356719 62 62
sqm 3,496 146 510416 1500 1500
sqm 756 176 133056
sqm 29,401 293 8614493
sqm 7,939 468 3715452
sqm - 562 0
sqm - 410 0
sqm 5,643 398 2245914
sqm 284 146 41464
sqm 5,951 398 2368498
Sqm - 293 0
Sqm 14,606 293 4279558
(6A) 6.34 MT - 1170 0
(6A) 6.35 MT - 74894 0
(6A) 6.36 MT - 1170 0
(6A) 6.37 cum - 3590 0
(6A) 6.38 cum - 3590 0
(6A) 6.39 cum - 0 0
- Total Carried to Page Collection - 599,729,276
(6A) 6.15 d) i)
Providing and Fixing in position 150T capacity Free Guided type POT cum PTFE Bearings of any Capacity to line and level complete as per drawing and Technical Specification Section 2000 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.15 d) ii)
Providing and Fixing in position 200T capacity Free Guided type POT cum PTFE Bearings of any Capacity to line and level complete as per drawing and Technical Specification Section 2000 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.15 d) iii)
Providing and Fixing in position 350T capacity Free Guided type POT cum PTFE Bearings of any Capacity to line and level complete as per drawing and Technical Specification Section 2000 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing and Fixing of Strip Seal Type (40 mm Movement) types of expansion joints complete as per Drawings and Technical Specifications Section 2600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing and Fixing of 20 mm buried / Filler type of expansion joints complete as per Drawings and Technical Specifications Section 2600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing and Fixing of Fibber board 20 mm thick type of expansion joints complete as per Drawings and Technical Specifications Section 2600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing and Fixing of Fibber board 40 mm thick type of expansion joints complete as per Drawings and Technical Specifications Section 2600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.Providing & laying Plain cement concrete of M-15 Grade for levelling course below approach slabs for structure work including providing & fixing centring, shuttering/deshuttering staging/destaging scaffolding (if required) etc for all heights and curing complete as per drawings and technical specification section clause 2704 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Providing & laying Reinforcement cement concrete of M-30 grade in approach slab in structure work excluding the cost of reinforcement, shuttering & staging etc complete as per drawings and technical specification section 1500,1600,1700 & 2704 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Stone pitching on sloped and flat surfaces (300 mm thick) for earth protection complete (for quadrants) as per drawings and technical specification clause 2504 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Providing weep holes of 100 mm dia PVC pipe in abutments wing walls and return walls or any other earth retaining structure complete as per drawing and technical specification clause 2706 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.24 a)
Construction of Reinforced Earth Structures Including1. Submission of detailed design, construction drawing, method statement and its approval from project client/consultant within twenty days from issuing of LOI.2. Providing required numbers of moulds on returnable basis & accessories for casting of fascia panels3. Providing soil reinforcement material based on approved design, drawing & specifications.4. Providing Panel accessories for precast panels.5. Onsite technical supervision for entire completion schedule.6. Providing & laying of Reinforced Cement Concrete of M 35 Grade in precast fascia panel and their Curing & Stacking including all tools and tackle required to carry out operation.7. Providing and fixing Steel Reinforcement including the cost of binding wire8. Transportation of R.C.C. Pre-cast fascia panels from Casting yard to erection site9. Construction of foundation Pad/ Beam, Capping Beam, ground improvement and levelling pad,.10. Erecting precast fascia panel at the site along with laying of soil reinforcement. etc11. providing and fixing HDPE/PVC pipe of drainageComplete in all respect as per technical specifications to the satisfaction of Project In charge of EIEL, NHAI & IC.
(6A) 6.24 b)
Earthwork for reinforced earth structures with selected soil meeting approved design parameters in layers in soil reinforced zone complete as per specifications and approved drawings Construction of reinforced Earth Structures (RES) complete as per approved drawings and Technical specification section 3100 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.25 a)
Providing and laying in position RCC M40 grade in small crash barrier in structure works excluding providing & fixing centring, shuttering/deshuttering, staging/destaging, curing and the cost of reinforcement as per approved drawing and technical specifications Construction of reinforced Earth Structures (RES) complete as per approved drawings and Technical specification section 1500, 1700 & 2300 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.25 b)
Providing and laying in position RCC M40 grade in low high crash barrier in structure works excluding providing & fixing centring, shuttering/deshuttering, staging/destaging, curing and the cost of reinforcement as per approved drawing and technical specifications Construction of reinforced Earth Structures (RES) complete as per approved drawings and Technical specification section 1500, 1700 & 2300 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.25 c)
Providing and laying in position RCC M40 grade in crash barrier with friction slab in structure works excluding providing & fixing centring, shuttering/deshuttering, staging/destaging, curing and the cost of reinforcement as per approved drawing and technical specifications Construction of reinforced Earth Structures (RES) complete as per approved drawings and Technical specification section 1500, 1700 & 2300 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
Providing and laying stone boulder apron of specified thickness complete as per drawings and technical specification clause 2507 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Sinking of 8 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rock complete as per Technical Specification of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL.
Chainage 211 of NH 58 Motichur River
Chainage 211 of NH 58 Motichur River
Chainage 211 of NH 58 Motichur River
Chainage 211 of NH 58 Motichur River
Chainage 211 of NH 58 Motichur River
Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Staining of
Wells including Fabricating and Setting out as per Detailed Drawing.
Chainage 211 of NH 58 Motichur River
(6A) 6.31 a)
Providing & Fixing of shuttering/deshuttering for laying reinforced cement concrete in Foundation of Structure to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Drawing and Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.
Chainage 211 of NH 58 Motichur River
(6A) 6.31 b)
Providing & Fixing of shuttering/deshuttering for laying reinforced cement concrete in Pile cap of Structure to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Drawing and Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.31 c)
Providing & Fixing of shuttering/deshuttering for laying reinforced cement concrete in Well Staining of Structure to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Drawing and Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.32 a)
Providing & Fixing of shuttering/deshuttering for laying reinforced cement concrete in walls/abutments/Pier for all height of Structure to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Drawing and Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.32 b)
Providing & Fixing of shuttering/deshuttering for laying reinforced cement concrete in Pier Cap/Pedestal for all height of Structure to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Drawing and Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.33 a)
Providing & Fixing of shuttering/deshuttering for laying reinforced cement concrete in Solid Slab for all height of Structure to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Drawing and Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.33 b)
Providing & Fixing of shuttering/deshuttering for laying reinforced cement concrete in T Beam and Slab for all height of Structure to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Drawing and Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.33 c)
Providing & Fixing of shuttering/deshuttering for laying reinforced cement concrete in Approach Slab for all height of Structure to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Drawing and Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.33 d)
Providing & Fixing of shuttering/deshuttering for laying reinforced cement concrete in Girder for all height of Structure to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Drawing and Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.33 e)
Providing & Fixing of shuttering/deshuttering for laying reinforced cement concrete in Long High for all height of Structure to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Drawing and Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.
(6A) 6.33 f)
Providing & Fixing of shuttering/deshuttering for laying reinforced cement concrete in Low High for all height of Structure to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Drawing and Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.
Erection of Reinforced Cement Concrete of M 40 Grade in T Beam and Slab etc. with resonable Capacity of crane , including Loading , unloading at stacking yard,loading on Trailor transportation of the same to the location Unloading of the same beams and erection of the same with the use of Crane at the desired location . It also includes the provision of placement of temporary bearing for placementof girder. Erection shall be with all tools and tackles as per requirement.Construction of Structural steel girder with all fastners and fixtures, Provisionof
fabrication of the same as per technical requirment .Erection of Fabricated Structural steel Girder. with resonable Capacity of crane , including Loading , unloading at stacking yard,loading on Trailor transportation of the same to the location Unloading of the same beams and erection of the same with the use of Crane at the desired location . It also includes the provision of placement of temporary bearing for placementof girder. Erection shall be with all tools and tackles as per requirement.Providing and laying M-40 Grade pre-stressed reinforced cement concrete with 43/53 grade ordinary Portland Cement for the construction of cast in situ voided slab in superstructure using 20mm & down stone aggregate and approved quality sand as per drawingProviding and laying M-40 Grade pre-stressed reinforced cement concrete with 43/53 grade ordinary Portland Cement for the construction of cast in situ Box Girder in superstructure using 20mm & down stone aggregate and approved quality sand as per drawing.Fabricating ,Providing and laying of Staging and erection of the same for M-40 Grade for cast in situ Box Girder in superstructure using 20mm & down stone aggregate and approved quality sand as per drawing.
Clearing and grubbing road land, embankment slope, drain, cross-drainage structures, major/minor bridges, underpasses, ROBs, grade separators, including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, for all leads and lifts including removal and disposal of top organic soil not exceeding 150 mm in thickness, complete in all respect as per Technical Specification Clause 201of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. (Original ground levels shall be taken before starting clearing / grubbing operations)Uprooting of trees girth from 300mm to 600mm, including removal of stumps and roots of trees cut earlier and disposal of unserviceable materials and stacking of usable material to be used or auctioned, for all leads and lifts and back filling with approved material in depression/ pit, complete in all respect as per Technical Specification Clause 201of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual uprooting of trees at site. Uprooting of trees girth from 600mm to 900mm, including removal of stumps and roots of trees cut earlier and disposal of unserviceable materials and stacking of usable material to be used or auctioned, for all leads and lifts and back filling with approved material in depression/ pit, complete in all respect as per Technical Specification Clause 201of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual uprooting of trees at site. Uprooting of trees girth from 900mm to 1800mm, including removal of stumps and roots of trees cut earlier and disposal of unserviceable materials and stacking of usable material to be used or auctioned, for all leads and lifts and back filling with approved material in depression/ pit, complete in all respect as per Technical Specification Clause 201of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual uprooting of trees at site. Uprooting of trees girth above 1800mm, including removal of stumps and roots of trees cut earlier and disposal of unserviceable materials and stacking of usable material to be used or auctioned, for all leads and lifts and back filling with approved material in depression/ pit, complete in all respect as per Technical Specification Clause 201of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Original quantities shall be premeasured before starting of work and payment shall be paid on the basis of actual uprooting of trees at site. Providing & laying Reinforced Cement Concrete of M-25 grade
RCC for foundation of Box Culvert including treatment of joints
between existing and new structures including curing for all
heights but excluding of the cost of reinforcement, shuttering &
staging etc. all complete as per drawing, Technical Specification
section 1500,1700,2100 & 2200 of MoSRT&H and Instruction
of IC, NHAI & Project Engineer of EIEL. Providing & laying Reinforced Cement Concrete of M-25 grade
for Sub structure of Box Culvert including treatment of joints
between existing and new structures including curing for all
heights but excluding of reinforcement, shuttering & staging etc.
all complete as per drawing, Technical Specification section
1500,1700,2100 & 2200 of MoSRT&H and Instruction of IC,
NHAI & Project Engineer of EIEL. Providing & laying Reinforced Cement Concrete of M-30 grade
for Super structure of Box Culvert including treatment of joints
between existing and new structures including curing for all
heights but excluding the cost of reinforcement, shuttering &
staging etc. all complete as per drawing, Technical Specification
section 1500,1700,2100 & 2200 of MoSRT&H and Instruction
of IC, NHAI & Project Engineer of EIEL. Providing & fixing HYSD bar reinforcement for foundation of retaining walls, crash barriers, kerbs etc. of Box Culverts including straightening, cutting, bending, placing & binding with wire (cost of binding wire inclusive) and applying cement coating (cement supplied free of cost) and cover block making and placing (cement and sand supplied free of cost) complete in all respect as per Technical Specification Section 1600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Necessary chairs, spacer bars, welding supports wherever necessary shall also be made and fixed as per direction of the engineer -in-charge and the same shall also be measured for payment. Reinforcement required for the work shall be provided by EIEL at their store, however shifting/transportation of reinforcement steel from store to site is in contractor's scope (vehicle will be provided to transport the reinforcement steel if required- free of cost).
Providing & laying Reinforcement cement concrete of M-30
grade in approach slab in Box Culvert excluding the cost of
reinforcement, shuttering & staging etc complete as per drawings
and technical specification section 1500,1600,1700 & 2704 of
MoSRT&H and Instruction of IC, NHAI & Project Engineer of
EIEL. Earth work in excavation of foundation for structure work in all
types of soil including marshy soil & ordinary rock by
mechanical means (Excluding dewatering) with all leads and lifts
complete in all respect as per Technical Specification Clause 301
& 304 of MoSRT&H and Instruction of IC, NHAI & Project
Engineer of EIEL. (Original ground levels shall be taken before
starting of work).
(6A) 6.04 a)
Providing and laying Plain Cement Concrete M-15 grade under
foundation in structures, including providing & fixing centring,
required) etc for all heights and curing complete as per drawings
and technical specification section clause 1500,1700 and 2100 of
MoSRT&H and Instruction of IC, NHAI & Project Engineer of
EIEL. (Excluding the cost of surface reinforcement Bored cast-in-situ M-35 grade 1200 mm Dia RCC Pile including
boring for piling, cost of initial and routine load test as per
BIS:2911 and reinforcement and removal of excavated earth
with all lead and lifts complete as per drawing and technical
specifications 1100,1600,1700 and IRC 78-2000 & Instruction of
IC, NHAI & Project Engineer of EIEL.
(6A) 6.07 (b)
Providing & fixing HYSD bar reinforcement for Well Steining in Structure Work including straightening, cutting, bending, placing & binding with wire (cost of binding wire inclusive) and applying cement coating (cement supplied free of cost) and cover block making and placing (cement and sand supplied free of cost) complete in all respect as per Technical Specification Section 1600 of MoSRT&H and Instruction of IC, NHAI & Project Engineer of EIEL. Necessary chairs, spacer bars, welding supports wherever necessary shall also be made and fixed as per direction of the engineer -in-charge and the same shall also be measured for payment. Reinforcement required for the work shall be provided by EIEL at their store, however shifting/transportation of reinforcement steel from store to site is in contractor's scope (vehicle will be provided to transport the reinforcement steel if required- free of cost).Sinking of 8 m external diameter well ( other than pneumatic
method of sinking ) through all types of strata namely sandy soil,
clayey soil and rock as shown against each case, complete as per
drawing and technical specifications. Depth of sinking is rock
complete as per Technical Specification of MoSRT&H and
Instruction of IC, NHAI & Project Engineer of EIEL.
Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for
Staining of Wells including Fabricating and Setting out as per
Detailed Drawing.
(6A) 6.31 a)
Providing & Fixing of shuttering/deshuttering for laying reinforced cement concrete in Foundation of Structure to true line level for all height, including staging/destaging, scaffolding (if required), supporting, bolting, welding wherever necessary, cleaning, oiling, fixing foam, putty, packing complete to insure water tight shuttering and removal of the same, site to site transportation, Generator, welding machine and grind complete in all respect as per Drawing and Technical Specification Clause of MoSRT&H, Instruction of IC, NHAI & Project Engineer of EIEL.
Net Inflow 2322.90 98.00% 98.00% 321.88 93.00% -2001.02
C Expenses 0.00% 0.00I Material Consumed 710.87 29.99% 29.99% 45.90 13.26%a Operational cost 192.64 8.13% 8.13% 0.00% 0.00
b Shuttering Ply & Batton Requirment for this month 0.00%0.00%
Total 903.51 38.12% 38.12% 45.90 13.26% 0.00II Labour Cost 0.00% 0.00%a PC with Labour Charges 37.15 1.57% 1.57% 18.91 5.46% -18.24b P/C With Material/ Specilized agancy 105.32 0.00% 42.74 12.35% -62.58III Water Charges 0.00% 0.00% 0.00a Electricity Charges 0.00% 0.10 0.03% 0.10
Total 142.47 6.01% 6.01% 61.75 17.84% -80.72 I a Mustor Roll Labour A(direct) 6.20 0.14% 0.14% 0.86 0.25% -5.34 I b Mustor Roll Labour B 0.12% 0.12% 0.69 0.20% 1.13
Total Mustor Roll A & B 6.20 0.26% 0.26% 1.55 0.45% -4.21II Watch & Ward 0.00% 1.14 0.33% 1.14
III a Staff Salary A 61.93 1.37% 1.37% 13.87 4.01% -48.06III b Staff Salary B 0.00% 0.00% 0.00III Total Staff Salary 61.93 2.61% 2.61% 13.87 4.01% -48.06IV Over Heads 0.00% 0.00% 0.001 CAR HIRING CHARGES 4.83 0.28% 0.28% 1.12 0.32% -3.712 DIESEL 0.00 0.09% 0.09% 1.60 0.46% 1.603 REPAIR & MAINT. OF MACH. 0.00 0.27% 0.27% 29.32 8.47% 29.324 LOCAL CONVEYANCE 0.11 0.00% 0.00% 0.07 0.02% -0.045 TRAVELLING FOR STAFF/OTHER 0.12 0.01% 0.01% 0.15 0.04% 0.036 GUEST HOUSE EXP. 0.22 0.00% 0.00% 0.31 0.09% 0.097 RENT STAFF QTR. 4.35 0.07% 0.07% 0.80 0.23% -3.558 STAFF WELFARE/CANTEEN EXP. 1.17 0.02% 0.02% 0.10 0.03% -1.079 MEDICAL EXPENSES 0.12 0.01% 0.01% 0.05 0.01% -0.07
BOQ of CAMP 1 at Haridwar-Dehradun Section from km 211+000 to km 218+200 of NH - 58 and from km 165.00 to km 196.825 of NH-72
Total Qty as
Per BOQ
Total Qty for the Month
CONSTRUCTION OF STORE BUILDING AT CAMPS including charges for providing material, labour, machinery and tools & tackles associated with works like Earth work in excavation, filling, Brick work in cement mortar 1:8, Plastering, Pointing, Flooring, Roof with A/C Sheet, Brick Soling (Flat), Distempering/ white washing, Tiles Fitting all complete in all respect as per Drawings , Technical Specifications and scope of work to the satisfaction of Porject Incharge of EIEL, Independent Consultant and NHAI.--As Per Party Rate
CONSTRUCTION OF WORKSHOP BUILDING AT CAMPS including charges for providing material, labour, machinery and tools & tackles associated with works like Earth work in excavation, filling, Brick work in cement mortar 1:8, Plastering, Pointing, Flooring, Roof with A/C Sheet, Brick Soling (Flat), Distempering/ white washing, Tiles Fitting all complete in all respect as per Drawings , Technical Specifications and scope of work to the satisfaction of Porject Incharge of EIEL, Independent Consultant and NHAI.--As Per Party Rate
CONSTRUCTION OF LABORATORY BUILDING AT CAMPS including charges for providing material, labour, machinery and tools & tackles associated with works like Earth work in excavation, filling, Brick work in cement mortar 1:8, Plastering, Pointing, Flooring, Roof with A/C Sheet, Brick Soling (Flat), Distempering/ white washing, Tiles Fitting, preparation of Platfarm all complete in all respect as per Drawings , Technical Specifications and scope of work to the satisfaction of Porject Incharge of EIEL, Independent Consultant and NHAI.--As Per Party Rate
CONSTRUCTION OF CEMENT GODAWN BUILDING AT CAMPS including charges for providing material, labour, machinery and tools & tackles associated with works like Earth work in excavation, filling, Brick work in cement mortar 1:8, Plastering, Pointing, Flooring, Roof with A/C Sheet, Brick Soling (Flat), Distempering/ white washing, Tiles Fitting all complete in all respect as per Drawings , Technical Specifications and scope of work to the satisfaction of Porject Incharge of EIEL, Independent Consultant and NHAI.--As Per Party Rate
CONSTRUCTION OF ADMINISTRATIVE BUILDING AT CAMPS INCLUDING CHARGES FOR PROVIDING MATERIAL, LABOUR, MACHINERY AND TOOLS & TACKLES ASSOCIATED WITH WORKS LIKE Earth work in excavation, filling, Brick work in cement mortar 1:8 & mud mortar, Plastering, Pointing, Flooring, Roof with A/C Sheet, Brick Soling (Flat), Distempering/ white washing, Tiles Fitting, false ceilings all COMPLETE IN ALL RESPECT AS DRAWINGS , TECHNICAL SPECIFICATIONS AND SCOPE OF WORK TO THE SATISFACTION OF PORJECT INCHARGE OF EIEL, INDEPENDENT CONSULTANT AND NHAI.
CONSTRUCTION OF LABOUR CAMP AT CAMPS INCLUDING CHARGES FOR PROVIDING MATERIAL, LABOUR, MACHINERY AND TOOLS & TACKLES ASSOCIATED WITH WORK COMPLETE IN ALL RESPECT AS DRAWINGS , TECHNICAL SPECIFICATIONS AND SCOPE OF WORK TO THE SATISFACTION OF PORJECT INCHARGE OF EIEL, INDEPENDENT CONSULTANT AND NHAI.--AS PER PARTY RATE
CONSTRUCTION OF ENGINEER FAMILY ACCOMODATION AT CAMPS INCLUDING CHARGES FOR PROVIDING MATERIAL, LABOUR, MACHINERY AND TOOLS & TACKLES ASSOCIATED WITH WORK like Earth work in excavation, filling, Brick work in cement mortar 1:8 & mud mortar, Plastering, Pointing, Flooring, Roof with A/C Sheet, Brick Soling (Flat), Distempering/ white washing, Tiles Fitting, false ceilings all COMPLETE IN ALL RESPECT AS DRAWINGS , TECHNICAL SPECIFICATIONS AND SCOPE OF WORK TO THE SATISFACTION OF PORJECT INCHARGE OF EIEL, INDEPENDENT CONSULTANT AND NHAI.--AS PER PARTY RATE
CONSTRUCTION OF MANAGER FAMILY ACCOMODATION BUILDING AT CAMPS INCLUDING CHARGES FOR PROVIDING MATERIAL, LABOUR, MACHINERY AND TOOLS & TACKLES ASSOCIATED WITH WORK like Earth work in excavation, filling, Brick work in cement mortar 1:8 & mud mortar, Plastering, Pointing, Flooring, Roof with A/C Sheet, Brick Soling (Flat), Distempering/ white washing, Tiles Fitting, false ceilings all COMPLETE IN ALL RESPECT AS DRAWINGS , TECHNICAL SPECIFICATIONS AND SCOPE OF WORK TO THE SATISFACTION OF PORJECT INCHARGE OF EIEL, INDEPENDENT CONSULTANT AND NHAI.--AS PER PARTY RATE
CONSTRUCTION OF ENGINEER BECHOLOR QUARTER & MESS AT CAMPS INCLUDING CHARGES FOR PROVIDING MATERIAL, LABOUR, MACHINERY AND TOOLS & TACKLES ASSOCIATED WITH WORK like Earth work in excavation, filling, Brick work in cement mortar 1:8 & mud mortar, Plastering, Pointing, Flooring, Roof with A/C Sheet, Brick Soling (Flat), Distempering/ white washing, Tiles Fitting, false ceilings all COMPLETE IN ALL RESPECT AS DRAWINGS , TECHNICAL SPECIFICATIONS AND SCOPE OF WORK TO THE SATISFACTION OF PORJECT INCHARGE OF EIEL, INDEPENDENT CONSULTANT AND NHAI.--AS PER PARTY RATE
CONSTRUCTION OF SUPERVISOR / FOREMAN QUARTER & MESS AT CAMPS INCLUDING CHARGES FOR PROVIDING MATERIAL, LABOUR, MACHINERY AND TOOLS & TACKLES ASSOCIATED WITH WORK like Earth work in excavation, filling, Brick work in cement mortar 1:8, Plastering, Pointing, Flooring, Roof with A/C Sheet, Brick Soling (Flat), Distempering/ white washing, Tiles Fitting all COMPLETE IN ALL RESPECT AS DRAWINGS , TECHNICAL SPECIFICATIONS AND SCOPE OF WORK TO THE SATISFACTION OF PORJECT INCHARGE OF EIEL, INDEPENDENT CONSULTANT AND NHAI.--AS PER PARTY RATE
CONSTRUCTION OF DRIVER QUARTER AT CAMPS INCLUDING CHARGES FOR PROVIDING MATERIAL, LABOUR, MACHINERY AND TOOLS & TACKLES ASSOCIATED WITH WORK like Earth work in excavation, filling, Brick work in cement mortar 1:8, Plastering, Pointing, Flooring, Roof with A/C Sheet, Brick Soling (Flat), Distempering/ white washing, Tiles Fitting all COMPLETE IN ALL RESPECT AS DRAWINGS , TECHNICAL SPECIFICATIONS AND SCOPE OF WORK TO THE SATISFACTION OF PORJECT INCHARGE OF EIEL, INDEPENDENT CONSULTANT AND NHAI.--AS PER PARTY RATE
Construction of internal roads of 10.5m. Width (7.0 M width of road with 1.50 m earthen shuolderon both sides) for camps including prepration of surface by dressing & levelling of ground & providing RBM/GSB material with transportation charges, spreading it in uniform layer of 300mm thick on prepared surface, watering & compactionof RBM with static Roller. Mixing of RBM shall be done by mix in place method with rotavator at OMC. Rate inclusive of construction of earthen shoulder, which shall be made by soil excavated from camp area, with all leads and lifts complete as per drawing & technical secifications.
13 RM 2143 0.00 834 0 667.2 0 1 0.00
14
N0
15 4.00 16660.0 66640 33500 134000 2 1 2.00 4.00
15
nos
15 4.00 11333.0 45332 30000 120000 1 4.00 4.00
16 WEIGH BRIDGE Nos 0.00 0 0 1 0.00
16a
no
1 0.00 32535 0 0 1 0.00 0.00
16b no 1 0.00 750000 0 0 1 0.00
17
No
1 0.00 59831 0 0 1 0.00
no
1 0.00 0 0 0 1 0.00
Construction of internal roads of 7.0m. Width (5.0 M width of road with 1.00 m earthen shuolderon both sides) for camps including prepration of surface by dressing & levelling of ground & providing RBM/GSB material with transportation charges, spreading it in uniform layer of 200mm thick on prepared surface, watering & compactionof RBM with static Roller. Mixing of RBM shall be done by mix in place method with rotavator at OMC. Rate inclusive of construction of earthen shoulder, which shall be made by soil excavated from camp area, with all leads and lifts complete as per drawing & technical secifications.
Construction of Septic tank the work includes Excavatio upto the desired level, Provision of PCC (1:3:6) in foundation , Laying of RCC 1:2:4, Supplying and fixing of thermomechanically treated reinforcement of Fe415 grade, Construction of side wall with bricks , provision of Slab and Plastering of wall as per requirement and satisfaction of Engineer In charge
Construction of Overhead tanks Includes the Provisionof Earthwork in foundation as per drawign and technical specification , Provisionof PCC1:4:8, Provision of RCC 1:2:4 with reinforcement centering and shuttering, provisionof Brick work with cement mortar (1:6) as per specification and satisfaction of Engineer Incharge
Constructio of weigh Bridge shall include Excavation up to foundation level including shoring and struting, Provision of PCC 1:4:8 in foundation with shuttering, Provisionof PCC in foundation 1:2:4 with shuttering, Provision of RCC 1:2:4 with reinforcementcentering and shuttering, Provison of Brick work with cement mortar 1:6 all work shall be as per satisfaction of Engineer In charge
Provision of Weight Bridge equipement with all fixture and fastners
Constructio of foundation for Underground tank shall include Excavation up to foundation level including shoring and struting, Provision of PCC 1:3:6 in foundation with shuttering, Provisionof PCC in foundation 1:2:4 with shuttering, Provision of RCC 1:2:4 with reinforcementcentering and shuttering, Provison of Brick work with cement mortar 1:6 all work shall be as per satisfaction of Engineer In charge
CONSTRUCTION OF LIME STORAGE GODAWN BUILDING AT CAMPS including charges for providing material, labour, machinery and tools & tackles associated with works like Earth work in excavation, filling, Brick work in cement mortar 1:8, Plastering, Pointing, Flooring, Roof with A/C Sheet, Brick Soling (Flat), Distempering/ white washing, Tiles Fitting all complete in all respect as per Drawings , Technical Specifications and scope of work to the satisfaction of Porject Incharge of EIEL, Independent Consultant and NHAI.--As Per Party Rate
Construction of Bitumen Storage tank including the charges for provision of material , labour , machinery and tool and tackles associated with the work in Bitumen storage, the constructio also includes fabrication of Bitumen tank with concrete foundation and brick work as per requirement.of project and satisfaction of Engineer In charge
Construction of LDO Storage tank including the charges for provision of material , labour , machinery and tool and tackles associated with the work in Bitumen storage, the constructio also includes fabrication of LDO Storage tank with concrete foundation and brick work as per requirement.of project and satisfaction of Engineer In charge
Construction of Diesel pump including the charges for provision of material , labour , machinery and tool and tackles associated with the work in Bitumen storage, the constructio also includes fabrication of sheds with concrete foundation and brick work as per requirement.of project and satisfaction of Engineer In charge
Construction of steel yard for placement of reinforcement with provision of stacking of reinforcement over stackers made of brick and PCC as per requirement of site and satisfaction of Engineer in charge.
Construction of Fabricatrion yard for placement of reinforcement with provision of stacking of reinforcement over stackers made of brick and PCC as per requirement of site and satisfaction of Engineer in charge.
Construction of Security office for security personal as per site requirement made of Brick work and plaster with GI sheet roofing
Construction of Generator shed for Diesel Generator for power generation for the camp as per site requirement made of Brick work and plaster with GI sheet roofing. It also include cost of Generator of 110 KVA
Construction of stock yard for placement of reinforcement with provision of stacking of material over stackers made of brick and PCC as per requirement of site and satisfaction of Engineer in charge.
Construction of precast yard with all drainage and working platform made of RCC with TMT bars and foundation with PCC, including all infrastructure facilites as per requirements
Construction of Shuttering and staging stock yard for placement of reinforcement with provision of stacking of material over stackers made of brick and PCC as per requirement of site and satisfaction of Engineer in charge.
M25 Foundation Cum 3182M25 Substructure Cum 3604M30 Well Steining Cum 4060M30 Approach Slab Cum 3470M30 Substructure Cum 3685M35 Cum 3613M40 Cum 4038Reinforcement MT 38977 Water cost Ltr 0.05High Speed Diesel Ltr 38.50F.O. Ltr 30.00Lime MT 2500.00Steel MT 33500.00Admiture kg 37.00Binding Wire Kg 47.00Geotextile sqm 125.00Thermoplastic compound Ltr 48.00Glass beads Kg 50.00LPG Kg 50.00RCC pipe 300 mm RM 310.00Concrete Tile(M-25) 250x250 mm No 12.00MS Dowel Bar MT 40000.00
72 Pick-up 5 Seater Nos 68 75400 5127200 3770000 0
73 40T Trailer (Flat Bed) Nos 15 0 0 00 0
74 Nos 39 247000 9633000 7410000 0
75 Crane Mounted Truck Nos 16 468000 7488000 00 0
29318500 4365 176346
750/725 KVA
Cat / Cummins / Kirloskar
Cat / Cummins / Kirloskar
Cat / Cummins / Kirloskar
Cat / Cummins / Kirloskar
Cat / Cummins / Kirloskar
Cat / Cummins / Kirloskar
Swaraj/ Force/ Tata710/Escort
Force Tempo Traveller/ Tata Winger
Mahindra/ Force/ Tata
40 Ton Trailor ( Semi Low Bed)
Sl. Equipment Capacity Make UnitDiesel
Amount lit/unit
Total (Machine Months)
Hiring Charge
Apr -11 Amount
Lit/ month
Total Diesel
EIEL
Tractor Trolley 2 Ton Local Nos. 45 16000 16000 640002.75 715
Dumper Nos 115000230000 0
Hydra Nos 5200052000 0
298000
EMD
Grader Nos 208000208000 0
JCB Nos 62000124000 0
Excavator Nos 162000162000 0
0.00 0
494000
Page 1 of 79
Sl. No. Description44 AC pipe 100 mm dia45 Alluminium Paint46 Aluminium alloy plate 2mm Thick47 Aluminium alloy/galvanised steel
48
49 Barbed wire
50
51
52 Bentonite 53 Binding wire54 C.I. shoes for the pile55 Coller for joints 300 mm dia
56 Compressible Fibre Board(20mm thick)
57 Corrosion resistant Structural steel
58
59
60 Curing compound
61
62
63 Epoxy primer 64 Flowering Plants 65 Galvanised MS flat clamp66 Gelatin 80% 67 GI bolt 10 mm Dia68 GI pipe 100 mm Dia69 HDPE pipes 110 mm dia70 HDPE pipes 150 mm dia71 Hot applied thermoplastic compound72 HTS strand 73 Joint Sealant Compound kg74 M.S. Clamps75 M.S. Clamps
Aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable
Bearing (Forged steel roller bearing of 250 tonne
Bearing (Pot type bearing assembly consisting of a metal piston supported by a disc, PTFE pads providing sliding surfaces against stainless steel mating together with cast steel assemblies/fabricated structural steel assemblies duly painted with all comp
Corrugated sheet, 3 mm thick, "Thrie" beam section railing
Credit for excavated rock found suitable for use
Delineators from ISI certified firm as per the standard drawing given in IRC - 79
Electric Detonators @ 1 detonator for 1/2 gelatin stick of 125 gms each
Sl No Equipment Description Required Base Location Remarks
1 a BP 30 cum Schwing Stetter Batching Plant 1 Camp Raiwala Demarked from DMRC Project
b BP 100 ton Cement Silo 1 Camp Raiwala Demarked from DMRC Project
c BP 30 TPH Screw Pump 1 Camp Raiwala Demarked from DMRC Project
7 a BP 30 cum Schwing Stetter Batching Plant 1 Camp Raiwala
b BP 100 ton Cement Silo 1 Camp Raiwala
c BP 30 TPH Screw Pump 1 Camp Raiwala
b COM 10 ton Soil Compactor 3 Road Works
c COM 2.4 ton Baby Soil Compactor 2 Road Works
8 a CR 65 ton Cap. Goliath Crane 1 Camp Raiwalab CR 65/7.5 ton Cap Goliath Crane 1 Camp Raiwala
e CR 12 Ton Hydra 1 CH: 211+000
s CR 200 Ton Hydraulic Wheeled Crane 2 Structure Works
u CR 150 ton Hydraulic Crane-Wheeled 2 Structure Works
v CR 450 Ton Hydraulic Crane - wheeled 1 Structure Works
w CR 500 Ton Hydraulic Crane- wheeled 1 Structure Works
x CR 50 Ton Hydraulic Crane - Wheeled 3 Structure Works
y CR 75 Ton Hydraulic Crane - Wheeled 1 Structure Works
bg CR 30 Ton Hydraulic Crane - Wheeled 1 General Works
b CR 35 Ton Crawler Crane 1 CH: 211+486
b CR 35 Ton Crawler Crane 2 CH: 212+100
c CR 35 Ton Crawler Crane 1 CH: 212+800
g CR 12 Ton Hydra 1 CH: 216+100
b CR 35 Ton Crawler Crane 2 CH: 216+800
b CR 35 Ton Crawler Crane 2 CH: 217+600
b CR 35 Ton Crawler Crane 2 CH: 194+60b CR 35 Ton Crawler Crane 2 CH: 185+800d DG 125 KVA DG Set 1 Camp Raiwala Demarked from DMRC Projectd DG 125 KVA DG Set 1 Camp Raiwalac DG 82.5 KVA DG Set 2 Camp Raiwala
9 a DG 1 Camp Raiwalab DG 125 KVA DG Set for Fabrication Works 1 Camp Raiwala
11 a DG 62.5 KVA DG Set 2 CH: 211+000b DG 82.5 KVA DG Set 1 Camp Lal Tapparb DG 500 KVA DG Set 1 Camp Lal Tapparc DG 62.5 KVA DG Set 1 Camp Lal Tappar
125 KVA DG set for Main Office / Casting Yard Lighting / Lab/WorkShop
Sl No Equipment Description Required Base Location Remarks
be DG 5 KVA DG Set 4 General Worksbf DG 25 KVA DG Set 4 General Works
12 a DG 62.5 KVA DG Set 1 CH: 211+48613 a DG 62.5 KVA DG Set 2 CH: 212+10014 a DG 62.5 KVA DG Set 2 CH: 212+80015 a DG 62.5 KVA DG Set 1 CH: 216+10016 a DG 62.5 KVA DG Set 2 CH: 216+80017 a DG 62.5 KVA DG Set 2 CH: 217+60018 a DG 62.5 KVA DG Set 2 CH: 194+6019 a DG 62.5 KVA DG Set 2 CH: 185+800
c DOZ 165 hp Dozer Crawler 1 Camp Raiwala
2 a EX 1 Camp Raiwala
4 a EX 1.0/ 0.22 cum Loader Excavator 1 Camp Raiwalaf EX 1.0/0.22 cum Loader Excavator 1 CH: 211+000d EX 20 ton Excavator 3 Road Workse EX 20 Ton Excavator 1 CH: 212+100f EX 1.0/0.22 cum Loader Excavator 1 CH: 212+800
40 a GR 120 HP Motor Grader 4 Road Works39 a HMP 160 TPH Asphalt Batch Mix Plant 1 Camp Lal Tappar
c LOA 1.7 cum Wheel Loader 1 Camp Lal Tappard LOA 1.7 cum Wheel Loader 2 Camp Lal Tapparag PUMP 35 cum stationary concrete pump 4 Structure Worksai PUMP 32 mtr. Concrete Boom Placer 2 Structure Works
3 a ROL 10 ton Soil Compactor 1 Camp Raiwalab ROL 10 ton Tandem Roller 1 Camp Raiwalal ROL 10 Ton Tandem Roller with water arrangement 2 Road Worksm ROL Pneumatic Tandem Roller 2 Road Worksb TIP 14 cum hyva tipper 4 Camp Raiwalad TIP 14 cum hyva tipper 6 Camp Lal Tappare TIP 14 cum hyva tipper 15 Camp Lal Tappare TIP 14 cum hyva tipper 12 Road Worksq TIP 12 Ton Hydra 2 C.D.Worksr TIP 12 Ton Hydra 4 R. E. Wall Worksf TIP 14 cum hyva tipper 4 CH: 212+100e TIP 12 Ton Hydra 1 CH: 212+800e TM 6 cum Transit Mixer 4 Camp Raiwalae TM 6 cum Transit Mixer 4 Camp Raiwalat TR Hydraulic Trailor 2 Structure Worksf WB 80 ton Weigh Bridge 1 Camp Raiwala
38 a WMP 120 TPH WMM Plant 1 Camp Lal Tappar5 a 400 Amp Diesel Welding Generator 1 Camp Raiwala
6 a Jackhammer 3 Camp Raiwalab 300 cfm Diesel Compressor 1 Camp Raiwalac 10 kg Demolition Tool ( Electric) 2 Camp Raiwalad 14 kg Demolition Tool ( Electric ) 2 Camp Raiwalad Shutter Vibrator 1 kw 24 Camp Raiwalae Shutter vibrator base for above 96 Camp Raiwala
20 Ton Excavator with rock breaker attachment with additional bucket
Sl No Equipment Description Required Base Location Remarks
f Rotary Frequecy Convertor 4 outlet 6 Camp Raiwalag 57 mm Motor in Head Poker Needle 4 Camp Raiwalah 42 mm motor in head poker needle 4 Camp Raiwalai 25 mm motor in head poker needle 4 Camp Raiwalaj Frequency Invertor 4 oulet 1 Camp Raiwalak Frequency Invertor 2oulet 1 Camp Raiwalal 40 mm Needle with Core 12 Camp Raiwalam 3 HP MK-7 Vibrator 4 Camp Raiwalac Bar Bending Machine 42 mm bar size 2 Camp Raiwalad Bar Cutting Machine 42 mm bar size 2 Camp Raiwalae Pillar Drill M/c Upto 42mm bore size 1 Camp Raiwalaf Hand Drill m/c Upto 12 mm size 1 Camp Raiwalag 4" Angle Grinder 2 Camp Raiwalah 7" Angle Grinder 4 Camp Raiwala
10 a 1.7 cum Wheel Loader 1 Camp Raiwalab Piling Rig 1 CH: 211+000c 35 Ton Crawler Crane 1 CH: 211+000d 600 Amp Welding Transformer 1 CH: 211+000g Bentonite Mixer 1 CH: 211+000h Bentonite Recycling Plant 1 CH: 211+000i 30 HP Flygt Pump 1 CH: 211+000j 15 HP Vertical Pump 2 CH: 211+000k 7.5 HP SP3L Pump 1 CH: 211+000l Bar Bending Machine 42 mm bar size 1 CH: 211+000m Bar Cutting Machine 42 mm bar size 1 CH: 211+000n 400 Amp Welding Transformer 2 CH: 211+0000 12 kl Diesel Water Tanker 1 CH: 211+000p 20 kl Water Tank 3 CH: 211+000q 40 ft 35 Ton Semi Low Bed Trailor 1 CH: 211+000c 400 Amp Welding Transformer 2 CH: 211+486c 400 Amp Welding Transformer 2 CH: 212+100d Clamshell bucket with removable teeth 2.2 cuyd 3 CH: 212+100b Piling Rig 1 CH: 212+800d 600 Amp Welding Transformer 1 CH: 212+800g Bentonite Mixer 1 CH: 212+800h Bentonite Recycling Plant 1 CH: 212+800i 30 HP Flygt Pump 1 CH: 212+800j 15 HP Vertical Pump 2 CH: 212+800k 7.5 HP SP3L Pump 1 CH: 212+800l Bar Bending Machine 42 mm bar size 1 CH: 212+800m Bar Cutting Machine 42 mm bar size 1 CH: 212+800n 400 Amp Welding Transformer 2 CH: 212+8000 12 kl Diesel Water Tanker 1 CH: 212+800p 20 kl Water Tank 3 CH: 212+800q 40 ft 35 Ton Semi Low Bed Trailor 1 CH: 212+800b 400 Amp Welding Transformer 2 CH: 216+100
c 1 CH: 216+100d 150 ton 600 mm stroke Hydraulic Jack 8 CH: 216+100
10HP Power Pack 100 bar /15lpm & 700 bar/1.5lpm with4inlet+4 Outlet with slow releasing option
Sl No Equipment Description Required Base Location Remarks
20 a 62.5 KVA DG Set 2 CH: 178+050b 35 Ton Crawler Crane 2 CH: 178+050c 400 Amp Welding Transformer 2 CH: 178+050d Clamshell bucket with removable teeth 2.2 cuyd 2 CH: 178+050
21 a 30 cum Schwing Stetter Batching Plant 1 Camp Chhiderwalab 100 ton Cement Silo 1 Camp Chhiderwalac 30 TPH Screw Pump 1 Camp Chhiderwalad 125 KVA DG Set 1 Camp Chhiderwalae 6 cum Transit Mixer 4 Camp Chhiderwalaf 80 ton Weigh Bridge 1 Camp Chhiderwalag Shutter Vibrator 1 kw 24 Camp Chhiderwalah Shutter vibrator base for above 96 Camp Chhiderwalai Rotary Frequecy Convertor 4 outlet 6 Camp Chhiderwalaj 57 mm Motor in Head Poker Needle 4 Camp Chhiderwalak 42 mm motor in head poker needle 4 Camp Chhiderwalal 25 mm motor in head poker needle 4 Camp Chhiderwalam Frequency Invertor 4 oulet 1 Camp Chhiderwalan Frequency Invertor 2oulet 1 Camp Chhiderwalao 40 mm Needle with Core 12 Camp Chhiderwalap 3 HP MK-7 Vibrator 4 Camp Chhiderwala
22 a 20 ton Excavator 1 Camp Chhiderwalab 14 cum hyva tipper 4 Camp Chhiderwalac 165 hp Dozer Crawler 1 Camp Chhiderwala
23 a 10 ton Soil Compactor 1 Camp Chhiderwalab 10 ton Tandem Roller 1 Camp Chhiderwala
24 a 1.0/ 0.22 cum Loader Excavator 1 Camp Chhiderwala25 a 400 Amp Diesel Welding Generator 1 Camp Chhiderwala
26 a Jackhammer 3 Camp Chhiderwalab 300 cfm Diesel Compressor 1 Camp Chhiderwalac 10 kg Demolition Tool ( Electric) 2 Camp Chhiderwalad 14 kg Demolition Tool ( Electric ) 2 Camp Chhiderwala
Hydraulic Manifold Block 1in4outlet with needle valveHydraulic Manifold Block 1in2outlet with needle valve
Sl No Equipment Description Required Base Location Remarks
27 a 30 cum Schwing Stetter Batching Plant 1 Camp Chhiderwalab 100 ton Cement Silo 1 Camp Chhiderwalac 30 TPH Screw Pump 1 Camp Chhiderwalad 125 KVA DG Set 1 Camp Chhiderwalae 6 cum Transit Mixer 4 Camp Chhiderwala
28 a 65 ton Cap. Goliath Crane 1 Camp Chhiderwalab 65/7.5 ton Cap Goliath Crane 1 Camp Chhiderwalac 82.5 KVA DG Set 2 Camp Chhiderwala
29 a 1 Camp Chhiderwala
b 125 KVA DG Set for Fabrication Works 1 Camp Chhiderwalac Bar Bending Machine 42 mm bar size 2 Camp Chhiderwalad Bar Cutting Machine 42 mm bar size 2 Camp Chhiderwalae Pillar Drill M/c Upto 42mm bore size 1 Camp Chhiderwalaf Hand Drill m/c Upto 12 mm size 1 Camp Chhiderwalag 4" Angle Grinder 2 Camp Chhiderwalah 7" Angle Grinder 4 Camp Chhiderwala
30 a 1.7 cum Wheel Loader 1 Camp Chhiderwala31 a 30 cum Schwing Stetter Batching Plant 1 Camp Lal Tappar
b 100 ton Cement Silo 1 Camp Lal Tapparc 30 TPH Screw Pump 1 Camp Lal Tappard 125 KVA DG Set 1 Camp Lal Tappare 6 cum Transit Mixer 4 Camp Lal Tapparf 80 ton Weigh Bridge 1 Camp Lal Tappar
32 a 20 ton Excavator 1 Camp Lal Tapparb 14 cum hyva tipper 4 Camp Lal Tapparc 165 hp Dozer Crawler 1 Camp Lal Tappar
33 a 10 ton Soil Compactor 1 Camp Lal Tapparb 10 ton Tandem Roller 1 Camp Lal Tappar
34 a 1.0/ 0.22 cum Loader Excavator 1 Camp Lal Tappar35 a 400 Amp Diesel Welding Generator 1 Camp Lal Tappar
b 125 KVA DG Set for Fabrication Works 1 Camp Lal Tapparc Bar Bending Machine 42 mm bar size 2 Camp Lal Tappard Bar Cutting Machine 42 mm bar size 2 Camp Lal Tappare Pillar Drill M/c Upto 42mm bore size 1 Camp Lal Tapparf Hand Drill m/c Upto 12 mm size 1 Camp Lal Tapparg 4" Angle Grinder 2 Camp Lal Tapparh 7" Angle Grinder 4 Camp Lal Tappar
37 a 1.7 cum Wheel Loader 1 Camp Lal Tapparf Thermic Oil Heater 5lac kcal/hr 1 Camp Lal Tapparg Bitumen Tanker 30 Ton Cap 6 Camp Lal Tapparf 12 kl Diesel Water Tanker 6 Road Worksg Tractor Compressor 2 Road Worksh Mechanical Broomer with tractor 2 Road Worksi Bitumen Distributor 2 Road Worksj 5.5 mtr Bitumen sensor Paver 1 Road Works
125 KVA DG set for Main Office / Casting Yard Lighting / Lab/WorkShop
125 KVA DG set for Main Office / Casting Yard Lighting / Lab/WorkShop
Sl No Equipment Description Required Base Location Remarks
k 9.5 mtr.Bitumen sensor Paver 1 Road Worksn Bitumen Cutter 4 Road Workso Kerb Casting M/c 2 Road Worksp 1.0/0.22 cum Loader Excavator 2 Road Worksz Frequency Invertor 4 oulet 4 Structure Worksaa Frequency Invertor 2 oulet 4 Structure Worksab 57 mm Motor in Head Poker Needle 8 Structure Worksac 42 mm motor in head poker needle 8 Structure Worksad 3 HP MK-7 Vibrator 10 Structure Worksae 40 mm Needle with Core 20 Structure Worksaf 25 mm needle with core 20 Structure Worksah 100 mtr.concrete pipeline accessories 4 Structure Worksaj 250 ton 150 mm stroke Hydraulic jack 12 Structure Works
ak 4 Structure Works
al 2 Structure Worksam Tractor Trolley 3 Structure Works
an 4 Structure Worksao 62.5 HP Vacuum Dewatering Pump 3 Structure Worksap Well Point & Jetting System set 3 Structure Worksaq 15 HP Sludge Pump ( Make: Modi) 6 Structure Worksar 7.5 HP diiesel engine primed Kirloskar SP3L Pump 4 Structure Worksas 1.5 HP KSB Make Submersible Pump 6 General Worksat 3.0 HP KSB Make Submersible Pump 4 General Worksau 5.0 HP KSB Make Submersible Pump 4 General Worksav 1.0 HP Tullu Pump 10 General Worksaw 3.0 HP Kirloskar Water Pump 5 General Worksax 5.0 HP Kirloskar Water Pump 5 General Worksay 7.5 HP Kirloskar Water Pump 5 General Worksaz WorkShop Tool Kit - Major 4 General Worksba WorkShop Tool Kit - Minor 4 General Worksbb Electrical Kit 20 General Worksbc WorkShop Running Repairs Kit 6 General Worksbd 4 Lights Lighting Mast 10 General Works
7.5 HP Power Pack 100 bar /15lpm & 700 bar/1.5lpm with4inlet+4 Outlet with slow releasing option5HP Power Pack 100 bar /15lpm & 700 bar/1.5lpm with4inlet+4 Outlet with slow releasing option
5 kl water Tanker with Kirloskar KDS 850++ Water Pump with diesel engine
Design, Engineering, Construction, Development, Finance, Operate,and Maintenance 4 laning of Haridwar - Dehradun section from km 211.000 to km218.200 of NH-58 and km 165.000 to km
196.825 of NH-72 on DBFOT (Annuity) basis in the state of Uttarakhand.
Diesel consumption
capacity in cfm
Batching and Mixing Plant (a) 30 cum capacityBatching and Mixing Plant (b) 15 - 20 cum capacity
Applying bitumen tack coat
capacity in litre
Concrete Paver Finisher with 40 HP Motor
Paving of concrete surface
Concrete Pump of 45 & 30 cum capacity
capacity in cum
Concrete Mixer (a) 0.4/0.28 cum
Spreading /Cutting / Clearing
300/ 150/250
Spreading /Cutting / Clearing
200/ 120/150
Emulsion Pressure Distributor
Applying emulsion tack coat
Front End loader 1 cum bucket capacity
Soil loading / Aggregate loadingGenration of electric EnergyGenration of electric Energy
Hotmix Plant - 120 TPH capacity
DBM/BM/SDC/ Premix
Hotmix Plant - 100 TPH capacity
DBM/BM/SDC/ Premix
Hotmix Plant - 60 to 90 TPH capacity
DBM/BM/SDC/ Premix
Hotmix Plant - 40 to 60 TPH capacity
DBM/BM/SDC/ Premix
Hydraulic Excavator of 1 cum bucket
Soil Ordinary/Soil Marshy / Soil Unsuitable
Integrated Stone Crusher 100THPIntegrated Stone Crusher 200 HP
capacity in tonne
Mechanical Broom Hydraulic
Clearing /Spreading /GSB /WBM
200/200/50/50
Mixing and laying slurry seal
Paver Finisher Hydrostatic with sensor control 100 TPH
Paving of DBM/ BM/SDC/ Premix
Paver Finisher Mechanical 100 TPH
Paving of WMM /Paving of DLC
Piling Rig with Bantonite Pump
0.75 m dia to 1.2 m dia Boring attachmentRolling of Asphalt SurfacePneumatic Sinking of wells
39 Pot Hole Repair Machine Repair of potholes cum/hour 4 hour - - 4.00
56 Truck 5.5 cum per 10 tonnes Material Transport 4.5 km 1,000,000.00 - 5.00
57 Truck 5.5 cum per 10 tonnes Material Transport 4.5 hour 1,000,000.00 5.00 5.00
58 Truck 5.5 cum per 10 tonnes Material Transport 4.5 tonne.km 1,000,000.00 - 6.00 59 Vibratory Roller 8 tonne cum/hour 100/60/60 hour 2,600,000.00 113,282.89 10.00
60 Water Tanker Water Transport 6 hour 1,800,000.00 352,017.26 6.00
61 Water Tanker Water Transport 6 km 1,450,000.00 - 6.00 62 Wet Mix Plant 60 TPH Wet Mix cum/hour 25 hour 750,000.00 - 12.00 63 Light mast 25 hour 750,000.00 - 63 Description of Machine Unit - - - 64 Air compressor with pneumatic chisel attachment for cutting hard clay. hour - - 5.00 65 hour 19,000,000.00 20,568.19 18.00 66 Belt conveyor system hour - - 7.00 67 Boat to carry atleast 20 persons hour - - 6.00 68 Cement concrete batch mix plant @ 175 cum per hour (effective output) hour 90,000,000.00 104.33 20.00 69 Cement concrete batch mix plant @ 75 cum per hour hour 60,000,000.00 104.32 16.00 70 Cold milling machine @ 20 cum per hour hour - - 8.00 71 Crane 5 tonne capacity hour - - 5.00 72 Crane 10 tonne capacity hour - - 6.00 73 Crane 15 tonne capacity hour - - 6.00 74 Crane 20 tonne capacity hour - - 7.00 75 Crane 40 T capacity hour - - 8.00 76 Crane with grab 0.75 cum capacity hour - - 7.00 77 Compressor with guniting equipment along with accessories hour - - 2.00 78 hour - - 12.00 79 Epoxy Injection gun hour - - 3.00 80 Generator 33 KVA hour 400,000.00 5,878.11 5.00 81 Generator 100 KVA hour 600,000.00 21,059.37 9.00 82 Generator 250 KVA hour 1,100,000.00 20,672.52 25.00 83 Generator 500 KVA hour 1,100,000.00 20,672.52 25.00 83 hour - - 8.00 84 Joint Cutting Machine with 2-3 blades (for rigid pavement) hour 400,000.00 208.65 4.00 85 Jack for Lifting 40 tonne lifting capacity. day - - 2.00 86 Piling rig Including double acting pile driving hammer (Hydraulic rig) hrs - - 14.00 87 Plate compactor hour 40,000.00 5,661.80 1.50 88 Snow blower equipment 140 HP @ 600 cum per hour hour - - 5.00 89 Texturing machine (for rigid pavement) hour - 208.65 6.00 90 Truck Trailor 30 tonne capacity hour - - 6.00 91 Truck Trailor 30 tonne capacity t.km - - 6.00 92 Tunnel Boring machine hour - - 7.00 93 Vibrating Pile driving hammer complete with power unit and accessories. hour - - 14.00 94 Wet Mix Plant 120 TPH hour 1,450,000.00 - 14.00 95 Wet Mix Plant 75 TPH 1,450,000.00 45,851.07 12.00 96 Grouting pump with agitator 200,000.00 79.58 3.00
Prestressing Jack with Pump & access
Stressing of steel wires/stands
Smooth Wheeled Roller 8 tonne
Soil Compaction /BM CompactionRolling of Aspalt SurfaceTransportation of soil, GSB, WMM, Hotmix etc.
Capacity in cum
Transportation of soil, GSB, WMM, Hotmix etc.
Capacity in cum
Transportation of soil, GSB, WMM, Hotmix etc.
Capacity in cum
Transportation of Concrete Mix to siteTransportation of Concrete Mix to siteTransportation of Concrete Mix to siteTransportation of Concrete Mix to site
capacity in HP
Rate of Tractor + RotevatorRate of Tractor 6+ Ripper
capacity/cum
capacity/cum
capacity/cum
Earth or soil / GSB / WBM
capacity in KL
capacity in KL
Batch type cold mixing plant 100-120 TPH capacity producing an average output of 75 tonne per hour
Drum mix plant for cold mixes of appropriate capacity but not less than 75 tonnes/hour.
Induction, deinduction and erection of plant and equipment including all components and accessories for pneumatic method of well sinking.
M/S ERA INFRA ENGINEERING LIMITED
NAME OF PROJECT: DHPL 9.09 ROW MATERIAL REQUIREMENT STATEMENT FOR THE MONTH OF Apr' 2011 Qty. as per Approved Design.
S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty. S.Coeff. Up to date Qty.1 GSB Cum 0 - 1 0 1.25 02 WMM Cum 0 - 0.35 0 0.18 0 0.17 0 0.25 0 1.45 03 BM Cum 0 - 0.44 0 0.34 0 0.19 0 0.030 0 5.000 0 3.50 04 DBM-2 Cum 0 - 0.39 0 0.15 0 0.41 0 0.043 0 5.000 0 3.50 0 0.12 05 DBM-1 Cum 0 - 0.45 0 0.10 0 0.20 0 0.25 0 0.043 0 5.000 0 3.50 0 0.12 06 BC+SDBC Cum 0 - 0.62 0 0.33 0 0.05 0 5.000 0 3.50 0 0.14 07 Prime Coat EMULSION - SS Sqm 0 - 16.00 0 1 08 Tack Coat - EMULSION - RS Sqm 0 - 16.00 0 1 09 HUME PIPE - 300 mm Dia. Mtr. - 1 0
31091.5888Description Unit Rate Amount Material rate Labour rate P&M rate Operational rate Total rate Quantity
EXCAVATION2.01 Excavation Excavation Cum 181,412 39 - 181,412 5.01 Excavation Excavation Cum 45,081 42 1893402 - 45,081
Excavation Excavation Cum 13,446 42 564732 - 13,446
Excavation Excavation Cum 13,968 42 586656 - 13,968
Excavation Excavation Cum 13,245 42 556290 - 13,245
8.01 Excavation Excavation cum 1,560 39 - 1,560 10.06 Earthwork Excavation Cum 5,480 39 0 5,480 11.20 Excavation Excavation cum 6,608 39 6,608
280,800
2.02 Embankment Embankment Cum 408,764 135 139.18 408,764 2.03 Embankment Embankment Cum 115,450 39 0.60 115,450 11.22 Filling Embankment cum 1,680 135 1,680 12.20 Filling Embankment cum 2,156 135 2,156 13.15 Filling Embankment cum 4,815 135 4,815 2.04 Sub Grade Embankment Cum 321,270 138 139.18 321,270 2.05 Sub Grade Embankment Cum 76,923 39 139.18 76,923 8.03 Sub Grade Embankment Cum 6,924 138 139.18 6,924 11.23 Sub Grade Embankment cum 16,520 138 139.18 16,520 12.21 Sub Grade Embankment cum 2,928 138 139.18 2,928 13.16 Sub Grade Embankment cum 4,815 138 139.18 4,815
2.06 Embankment Cum 99,218 138 0.60 99,218
8.04 Embankment Cum 1,560 138 1,560
1,063,023 GRANULAR SUB-BASE
3.01 GSB GSB Cum 235,899 869 - 0 0 0 0 235,899 8.05 GSB GSB cum 8,115 869 - 8,115 11.24 GSB GSB cum 5,066 869 - 5,066
Work BOQ
at Haridwar-Dehradun Sectio
n from km
211+000 to km
218+200 of NH -
58 and from km
165.000 to km
196.825 of NH-72
Month
wise Material
calculationItem No.
Total Quantity
(6A) 6.01(6B) 6.01(6C) 6.01
TOTAL
EXCAVATION
EARTH
WORK
Median filling & IslandMedian filling & Island
TOTAL
EARTH
WORK
12.22 GSB GSB cum 473 869 - 473 13.17 GSB GSB cum 1,638 869 - 1,638
251,191 TOTAL GSB
3.02 WMM WMM Cum 161,984 1176 - 161,984 8.06 WMM WMM Cum 6,493 1176 - 6,493 11.25 WMM WMM cum 3,040 1176 - 3,040 12.23 WMM WMM cum 455 1176 - 455 13.18 WMM WMM cum 1,449 1176 - 1,449
173,421 TOTAL GSBPRIME COAT 43
4.01 Prime coat Prime coat Sqm 538,251 27 - 538,251 8.07 Prime coat Prime coat Sqm 25,974 27 - 25,974 11.26 Prime coat Prime coat Sqm 20,264 27 - 20,264 12.24 Prime coat Prime coat sqm 1,820 27 - 1,820 13.19 Prime coat Prime coat sqm 6,300 27 - 6,300
592,609 TOTAL GSBTACK COAT 43
Tack coat 2.5 Sqm 507,768 8 - 507,768
Tack coat 2.5 Sqm 28,439 8 28,439
11.27 Tack coat 2.5 Sqm 20,264 8 20,264
12.25 Tack coat 2.5 Sqm 3,640 8 3,640
13.2 Tack coat 2.5 sqm 12,600 8 12,600
Tack coat 2.0 Sqm 1,359,040 7 - 1,359,040
Tack coat 2.1 Sqm 28,439 7 28,439
1,960,190 TOTAL GSB4.03 BM BM Cum 4,179 4832 - 4,179
TOTAL GSBDBM4.04 DBM DBM Cum 63,820 5359 #REF! 63,820 8.09 DBM DBM Cum 3,679 5359 #REF! 3,679 11.28 DBM DBM cum 2,026 5359 #REF! 2,026 12.26 DBM DBM cum 237 5359 #REF! 237
13.21 DBM DBM cum 819 5359 #REF! 819 70,581 TOTAL GSB
BC4.05 BC BC Cum 26,199 6326 26,199 8.10 BC BC Cum 1,305 6326 1,305 11.29 BC BC cum 1,013 6326 1,013 12.27 BC BC cum 91 6326 91 13.22 BC BC cum 315 6326 315
28,923 TOTAL GSBDLC4.06 DLC M15 Cum 2,520 2337 - 2,520
TOTAL GSBPQC4.07 PQC M35 Cum 5,040 3882 #REF! 5,040
1 M.S.FLAT 25x6mm 2 M.S. PLATE 8 mm 3 M.S. PLATE 10mm4 M.S. PLATE 12 mm 5 M.S. PLATE 20mm6 M.S. ANGLE 90x90x67 M.S. ANGLE 75x75x68 M.S. ANGLE 65x65x69 M.S. ANGLE 50x50x610 ISMC 15011 ISMC 12512 ISMC 10013 MS SQ. BAR 50mm
TOTAL
B) EQUIPMENTS
Sr. No. TYPE Available Required Remarks1 Execavator 12 Grader 13 Bachoe Loader 24 Bolero 55 Dozer 16 Soil Compactor 1
Total Qty. 9 2
Labour Present at Site
Required Labour
UNSKILLED LABOUR
SECURITY GUARD/OTHER
Total Requirement
Qty.
PAGE 40 of 79
DHPL Design & Drawing6. Structures
Sr. No. Name of Structure Existing Chainage Plan & Profile Agency GAD Foundation Substructure Superstructure Remarks Action By
1 VUP Raft In House 7/2/2011 15/2/2011 15/2/2011 15/2/2011
2 166.2 open foundation In House To be finalised after revision of P & P
3 167.8 EBL 31/1/2011
4 178.05 Not Available EBL # D+7 # D+15 # D+21 # D+28
5 VUP ( Doiwala by paas) 179.66 Not Available In House - - - - By pass
6 185.8 In House Report Available - - - Same issue as a last week
7 190.050-190.550 Available EBL
8 194.6 Deleted
9 194.540 - 194.940 In House 15/2/2011
10 217.6 Available Vayamtech 17/03/2011
Type of Foundation
Soil Exploration Report
164.177, Location out side project chainage
Mr. S Amirthalingam to confirm about new
location
Available on 17/12/10
Report received in Dec-10
Project starts from Ch. 165. PD NHAI has not yet finalised the
revised location. Target dates are tantative
167/1 Bridge Over Dulhani Nalah (Minor Bridge) NH-72
Revised P&P received on
17-12-10
Report available on 01.12.2010
GAD sent to site for verification on
07/01/11
GAD sent to site on 7th Jan. Comments received on 12th Jan.
for shifting the location. P & P will have to be revised. Matter
referred to EBL
168/3 Laxman Bridge (Minor Bridge) NH-72
Available on 22/10/2010
Report available on 01.12.2010
Submitted to P.D on 21/12/10
Submitted to P.D on 12/01/2011
Submitted to P.D on 12/01/2011
179/1 Over Song River (Major Bridge) NH-72 (Doiwala bypass)
report received on 01/12/10
# D = Date of receiving of Plan & Profile and Geo -Tech data
Report available on 01.12.2010
Over Jakhan River (Major Bridge) NH-72
Available on 11/10/2010
Decision regarding type of bridge to be
decided by CEO after visit to site
Elephant Underpass (NH-72)
Report available in
Oct-10
Submitted on 19/11/10 to P.D.
NHAI Submitted to P.D.
NHAI on 02/12/2010
Substructure excluding Pier
cap submitted to PD on
23.12.2010, Pier cap by 20.1.2011
Submitted to PD office on
27.12.10
Precast pier cap methodology changed based on discussion with
Mr.Sunil Gupta. Re designing is underprocess.
195/2 Over Tinpani Nala (Minor Bridge) NH-72
Elephant Underpass (NH-72)
Available on 05/10/10
Report available in Dec-
10
Submitted on 20/11/10 to P.D.
NHAI
All the foundations for piers & abutment issued to IC/NHAI
4-01-2011
Pier & abutment design & drawing issued on 6-01-2011
218/3 Over Song River (Major Bridge) NH-58
Report available in Dec-
10
Submitted on 31/12/2010to P.D. NHAI
Pier foundation submitted on 21-
01-2011. Abutment foundation by
10-02-2011
To be taken up after receipt of comments from IC on foundation
design
PAGE 41 of 79
Sr. No. Name of Structure Existing Chainage Plan & Profile Agency GAD Foundation Substructure Superstructure Remarks Action ByType of Foundation
Soil Exploration Report
11 Vayamtech 28/3/2011
12 216.8 Available Vayamtech 10/2/2011 15/02/2011 2/3/2011
13 - Vayamtech Design date to be finalised after approval of GAD
14 211.800 - 212.531 Vayamtech 15/02/2011
15 212.1 Vayamtech 8/2/2011 28/02/2011
16 211.486 - 212.375 Vayamtech Design dates will be finalised after approval of GAD
17 Vayamtech To be finalised after decission by CEO Decision taken by CEO
Grade Separator (Nepali Farm)
218.2 (NH-58) & 196.8 (NH-72)
P&P sent to site for verification, additional land
needed
Report available in Nov-10
There is a proposal to reduce the length
of GS from 195m (6 span) to 100m (3 span). But no
official confirmation. GAD prepared but
yet to submitted officially to PD NHAI
Dates will be finalised after approval of GAD
P&P prepared but yet to be finalized as NHAI has yet to
decide about acquisition of land along Rishikesh road
217/7 Over Suswa River (Major Bridge) NH-58
Report available in Jan'11
GAD sent to site on 13-01-2011
for verification
RUB Railwala NH-58
Available on 07/10/2010
Report Available in Nov.10
Submitted on 11/11/10 to P.D.
NHAI
Meeting held with Dy CE Railway Moradabad on 10-01-2011 but it was inconclusive. Meeting to be
held again on 7th Feb.
Elephant Underpass (NH-58)
Available07-10-2010
(P&P sent on
25-11-2010)
Report Available in Nov-10
Submitted to P.D. NHAI
28-12-2010 P1-P9, P17-P21 submittted to
IC/NHAI
After approval of foundation
Over River Motichur (Major Bridge) NH-58
Available on 07/10/2010
Report Available in Dec-10
Submitted to P.D. NHAI on 14.01.2011
will be submitted after
review of foundation
drawing by IC
ROB Motichur NH-58
Available(P&P sent on 25-
11-2010)
Report Available in Dec-10
GAD revised submitted to
PD.NHAI 03.02-2011
Meeting held with Railways Moradabad on 10-01-2011. Revised GAD sent to site for