BOQ of All Flood Works

BILL OF QUANTITY

BILL OF QUANTITY.NAME OF WORK:- REPAIR/REHABILITATION OF DAMAGED ROADS/BRIDGES DURING

THE RECENT TORRENTIAL/DISASTER RAIN IN JULY 2010 IN

DISTRICT UPPER DIR..

SUBHEAD:- SHERINGAL THALL ROAD PF-92 DIR UPPER.

SUB WORK:-

SWAT KONAL BARIKOT ROAD.

S#Description Qty:Unit Rate Amount

01

Excavation as in foundation hard soil 848.52M3117/69Rs.99862/-

02

P:C:C: (1:3:6) with 40 % boulders 2759.43M32440/84Rs.6735338/-

03

R:R stone masonry laid dry 3444.56M31596/12Rs.5497931/-

04

R:R Stone masonry in (1:6) CSM 674.72M33185/-Rs.2148983/-

05

P:C:C: (1:3:6) in band, copping etc 417.97M33477/21Rs.1453369/-

06

Stone/builders filling behind Retuning wall 1457M3747/48Rs.1089078/-

Total:- Rs.17024561/-

Say:-Rs.17024000/-

Add: Cost Factor 1.10 Rs.18726400/-RS.18.726 (M)

SUB DIVISIONAL OFFICER

C&W SUB DIVISION UPPER DIR

Add: _________% Above/Below/AT PAR

On CSR 2009

CONTRACTOR




SUBHEAD:- USHERI DARA ROAD PF-92 UPPER DIR

SUB WORK:-

GORKOHI ROAD.


01Excavation as in foundation 273.49

M3105/10Rs.28743/-

02P:C:C: (1:3:6) with 50 % Boulders 446.91

M32211/- Rs.988118/-

03

R:R masonry laid dry 436M31596/12Rs.695856/-

04

R:R masonry in (1:6) CSM 102.21M33185/11RS.352353/-

05

P:C:C: (1:3:6) as in coping 68.51M33477/21Rs.238209/-

06

Stone/boulders filling 194.64M3747/48RS.145489/-

07

P:C:C: (1:2:4) as in topping as spd:. 20.38M3 4156/42Rs.145489/-

Total:- Rs.2503467/-

Add: Cost Factor 1.10 Rs.2753813/-RS.2.753 (M)




On CSR 2009

CONTRACTOR BILL OF QUANTITY.NAME OF WORK:- REPAIR/REHABILITATION OF DAMAGED ROADS/BRIDGES DURING




SUB WORK:-

RANZRA GAL LAMCHAR ROAD KM 27-28


01Excavation/Cutting in hard rock S/gravel disposal of excavation material upto any lead

i- required blasting 28146.65

M3 341/57 Rs.9616865/-

ii- Ordinary soil 3127.40

M344/34 Rs.138669/-

02Excavation as in foundation 73.89

M3105/10Rs.7765/-

03P:C:C: (1:3:6) with 50 % Boulders 839.09

M32211/- Rs1855227/-.

04R:R Stone masonry in (1:6) CSM 81.28

M33185/11Rs.2588227/-

05P:C:C: (1:3:6) as in coping 4.92

M33477/21Rs.17107/-

06Stone/boulder filling behind R/Wall 86.21

M3747/48 Rs.64440/-

07P:C:C: (1:2:4) topping 356.73

M34150/- Rs.1482569/-

Total:- Rs.13441500/-

Add: Cost Factor 1.10 Rs.14785650/-

RS.14.785 (M)




On CSR 2009





SUB WORK:-

BATAL KHASS ROAD KM 22.


01Excavation as in foundation

557.18 M3 105/10 Rs.58560/-

02P:C:C: (1:4:8) as in foundation

16.64 M3 2578/32 Rs.4903/-

03P:C:C: (1:3:6) with 50 % boulders

2521.80 M32211/- Rs.5575700/-

04R:R masonry (1:6) as specified.

806.09M33185/11Rs.2567485/-

05P:C:C: (1:3:6) in copping ,bands ,etc

21.47M33477/21Rs.74656/-

06Stone/boulders filling behind R/Wall

1194.39M3747/48Rs.892782/-

07R:C:C: (1:2:4) as in slab 12.68M3 5261/51 Rs.66716/-

08Feb: of Mild steel comp: as specified. 1.47Ton 82234/55 Rs.120885/-

09P:C:C: (1:2:4) as in bed, topping etc

239.92M34156/42 Rs.997208/-

Total:- Rs.10396895/-

Say:-

Rs.10396800/-


RS.11.436 (M)




On CSR 2009





SUB WORK:-

SAMKOT BALA ROAD KM 21.



589.60M3 105/10 Rs.61967/-

02P:C:C: (1:3:6) with 50 % boulders

1137.31M32211/- Rs2514592/-.

03R:R masonry laid dry

1189.16M31596/12Rs.1897978/-

04R:R masonry (1:6) CSM

367.16M33185/11Rs.1169445/-

05P:C:C: (1:3:6) in copping ,bands ,etc

255.08M33477/21Rs.7782650/-

06Stone/boulders filling behind R/Wall

9428.08M3747/48Rs.7047301/-

07P:C:C: (1:2:4)

112.12M34156/-Rs.465970/-

08Dozer Charges

300M34100/-Rs.1230000/-

Total:- Rs.15169903/

Say:-

Rs.15169000/-

Add: Cost Factor 1.10 except item No-08 Rs.16562900/-

RS.16.562 (M)




On CSR 2009




SUBHEAD:- SHERINGAL THALL ROAD PF-92 DIR UPPER

SUB WORK:-

R:C:C: BRIDGE THALL.


01Excavation as in foundation in S/gravel soil 113.25 M3187/20Rs.21178/-


264.72M3133/56Rs.35356/-

03P:C:C: (1:3:6) with 50 % Boulders

710.64M32211/-Rs.1571237/-

04P:C:C: (1:3:6) with 30 % Boulders

432.10M32674/95Rs.1155845/-

05P:C:C: (1:4:4 in road foundation

117.72M34156/42Rs.489294/-

06P:C:C: (1:3:6) in P/pet etc.

9.06M33477/21Rs.31504/-

Total:- Rs.3304414/-

Say:-

Rs.3634855/-


RS.3.635 (M)




On CSR 2009

CONTRACTOR




SUBHEAD:- RETUNING WALL AT SALOOL


01Excavation as in foundation. 165.62M3 117/69Rs.19491/-

02R:C:C: (1:2:4) as in foundation 55.21M3 4699/95Rs.259484/-

03S/Fabrication of M/S Compt: 4.26Ton 82294/55Rs.350319/-

04P:C:C: (1:3:6) with 40 % Boulders 716.30M3 2440/84Rs.1748373/-

05R:R masonry dry 846.40M31596/12Rs.1350955/-

06PCC (1:3:6) in band coping etc 255.37M33477/21Rs.887975/-

07P/L boulder hand pack behind R/Wall 1817.66M31246/36Rs.2265458/-

08S/Sperding of stone matel 9" loose 6" compacted 16.98M3984/52Rs.16717/-

09Bituminous prime coat 111.48M2 79/49Rs.8861/-

10P/C 1.5" thick premix carpeting 111.49M2 285/17Rs.31790/-

11RR Masonry (1:6) in P/pit wall 11.21M3 3313/74Rs.37147/-

12Cement pointing in (1:3) CSM 79.71M2 128/83Rs.10269/-

Total:- Rs.6986839/-

Say:-

Rs.6986900/-


RS.7.685 (M)




On CSR 2009




SUBHEAD:- APPROACHES OF RCC BRIDGE PATRAK.

S#Description

Qty:Unit Rate Amount

01Excavation as in foundation in hard soil 530.86M3 117.69Rs.62476/-

02P:C:C: (1:4:8) as in foundation 106.17M32578/32Rs.273740/-

03RR Stone masonry in (1:6) CSM in F/plinth 1121.17M33185/11Rs.3571049/-

04Stone/Boulders filling 1698.75M3747/48Rs.1269781/-

05P:C:C: (1:3:6) with 40 % boulders 169.87 M32440/84Rs.414540/-

06P:C:C: (1:2:4) as in topping 56.05 M3 4156/-Rs.232943/-

07P:C:C: (1:3:6) as in coping 16.98 M3 3477/21Rs.59043/-

Total:- Rs.5883572/-


RS.6.741 (M)




On CSR 2009



DISTRICT UPPER DIR.

SUBHEAD:- BARIKOT BAZAR THALL ROAD PF-92.

S#Description


01Excavation as in foundation. 1992.95 M3117/69 234550/-

02P:C:C: (1:4:8) as in foundation 18.22M32578/- 46971/-

03P:C:C: (1:3:6) with 40 % Boulders 2768.96 M32440/84 6758588/-

04RR Stone masonry (1:6) CSM 200.09 M33185/11637309/-

05Stone/Boulders filling 10968.78M3747/48 8198944/-

06RCC (1:2:4) in slab etc 12.68 M35261/5166716/-

07Fabrication of mild steel 1.47 Ton 82234/55120884/-

08RCC (1:2:4) in bed2.08 M3 4156/-8645/-

09" thick plaster (1:4)83.24 M2168/6814040/-

10P/C Stone matel 9" loose 6" compacted443.51 M3984/52 436644/-

11P/L bitumeus prim coat 2686.73 M279/49 213568/-

12P/C 1.5" thick premix carpeting 2686.73M2285/17766174/-

13P:C:C: (1:3:6) in drin etc 317.19 M33477/211102936/-

14Dozer Charges 300 Hours 4100/- 1230000/-

Total:- Rs.19835964/-

Add: Cost Factor 1.10 except item No-14 Rs.21696560/-

Rs.21695500/-

Rs.21.695 (M)


C&W SUB DIVISION UPPER DIR Add: _________% Above/Below/AT PAR

On CSR 2009



DISTRICT UPPER DIR.

SUBHEAD:- KALKOT NANGIRA ROAD SHERINGAL THALL PF-92.

S#Description


01Excavation as in foundation in hard soil 1108/43 M3 117.69Rs.130451/-

02P:C:C: (1:3:6) with 40 % Boulders 2471/97M32440/84Rs.6033683/-

03R:R Stone Masonry dry 3027/18M31596/12Rs.4831742/-

04R:R Stone masonry in (1:6) CSM 653/60M33185/11Rs.2081787/-

05P:C:C: (1:3:6) as in cooping/band etc 456/73M33477/21Rs.1588146/-

06Stone/boulders filling behind R/Wall 3209/70 M3747/48Rs.2399187/-

Total:- Rs.17064996/-

Say:Rs.17065000/-





On CSR 2009

CONTRACTORBILL OF QUANTITY.NAME OF WORK:- REPAIR/REHABILITATION OF DAMAGED ROADS/BRIDGES DURING


DISTRICT UPPER DIR.

SUBHEAD:- SHERINGAL ROAD VILLAGE GALOON PF-92.

S#Description


01Excavation as in foundation in hard soil 1314/26M3 117.69Rs.154675/-

02P:C:C: (1:3:6) with 40 % Boulders 2788/98M32440/84Rs.6807454/-

03R:R Stone Masonry laid dry 3604/86M31596/12Rs.5753789/-

04R:R Stone masonry in (1:6) CSM 847/97M33185/11Rs.2700878/-

05P:C:C: (1:3:6) as in cooping/band etc 549/63 M33477/21Rs.1911179/-


Total:- Rs.18603049/-

Say:Rs.18603000/-





On CSR 2009



DISTRICT UPPER DIR.

SUBHEAD:- SHERINGAL BADA BARIKOT ROAD PF-92.

S#Description


01Excavation as in foundation in hard soil 699/32 M3 117.69Rs.82302/-

02P:C:C: (1:3:6) with 40 % Boulders 1494/94 M32440/84Rs.3648909/-

03R:R Stone Masonry laid dry 1610/27 M31596/12Rs.2570184/-

04P:C:C: (1:3:6) as in cooping/band etc 241/54 M33477/21Rs.839885/-


Total:- Rs.8792000/-


RS.9.671 (M)




On CSR 2009



DISTRICT UPPER DIR.

SUBHEAD:- SHERINGAL THALL BEYAR ROAD PF-92.

S#Description


01Excavation/cutting in shingle/gravel etc 6293/45 M3 187/20

Rs.1176875/-

02Excavation as in foundation. 49/26M3105/10 Rs.5177/-

03P:C:C: (1:4:8) as in foundation 12/31 M32578/32 Rs.31739/-

04R:R Stone masonry in (1:6) CSM172/48 M33185/-

Rs.549158/-

05P:C:C: (1:3:6) as in coping 8/12 M33477/- Rs.28233/-

06Construction of toe wall 435/- M34403/- Rs.1915305/-

Total:- Rs.3706487/-


Dozer Charges 122Hours4100/- Rs.500000/-

TOTAL:-RS.4577135/-

SAY:-RS.4577000/-

RS.4.577 (M)




On CSR 2009

CONTRACTOR

BILL OF QUANTITY.NAME OF WORK:- REPAIR/REHABILITATION OF DAMAGED

ROADS/BRIDGES DURING THE RECENT

TORRENTIAL/DISASTER RAIN IN JULY 2010 IN

DISTRICT UPPER DIR.

SUBHEAD:- GOWALDI DARA ROAD PF-92 DISTRICT UPPER DIR

E/COST:- RS.46.480 (M) S#Description


ROAD WORK

013.65 high Retuning Wall both sides the road formation 1600Meter13200/-Rs.21120000/-

02Formation of embankment from borrow excavation in common material i/c completion by power roller 4368M3404/16Rs.1765371/-

03Sub Grade preparation of existing road16440M2 32/39 Rs.532492/-

04P:C:C: (1:3:6) as in mass concrete using 50 % boulders 5429M3 2211/-Rs.12003519/-

05P:C:C: (1:2:4) as in road formation

1644 M3 4156/42Rs.6833154/-

Total:- Rs.42254536/-

Add: Cost Factor Rs.464801/-

SAY:-

RS.46.480 (M)

SUB DIVISIONAL OFFICER PF-92


Add:__________% Above/Below/AT PAR

On CSR 2009.

CONTRACTOR BILL OF QUANTITYNAME OF WORK:- REPAIR/REHABILITATION OF DAMAGED

ROADS/BRIDGES DURING THE RECENT

TORRENTIAL/ DISASTER RAIN IN JULY

2010 IN DISTRICT UPPER DIR.

SUB HEAD:- GOWALDI DARA ROAD PF-92 DISTRICT

UPPER DIR.

ESTIMATED COST: RS.46.480 (M)

COMMUNICATION & WORKS DEPARTMENT UPPER DIR

Ph: NO-0944-880836 BILL OF QUANTITY.NAME OF WORK:- REPAIR/REHABILITATION OF DAMAGED ROADS/BRIDGES DURING



S# Description Quantity Unit Rate Amount

ABARIKOT BAZAR

01Excavation as in foundation 1909.14M3 117.69Rs.224687/-

02P/L P:C:C: plub cm 40 % Boulder2768.96M32440.34Rs.6757203/-

03Stone filling behind retuning wall 10973.95M3747/48Rs.8202808/-

04S/spreading stone metal 9" long 6" compacted 443.51M3984.52Rs.436644/-

05P/L bitumen prim coat 2686.73M2 79.49 Rs.213568/-

06P/L 1 " thick premix carpeting 2686.73M2 285/17Rs.766174/-

07PCC (1:4:8) as in foundation 9.11 M3 2578/-Rs.23485/-

08R:R masonry in (1:6) CM in F/Plinth 207.525M3 3185/11Rs.660990/-

09R:C:C: (1:2:4) as in slab6.34M3 5261/51Rs.33358/-

10Fabrication of mild steel 0.735M3 82234/55Rs.60442/-

11P:C:C: (1:2:4) as specified 1.04 M3 4156/-Rs.4322/-

12" thick cement plaster (1:4) CM 41.62M2 168/68Rs.7020/-

13P:C:C: (1:3:6) as specified 317.19M3 3477/21Rs.1102936/-

Total:- Rs.1,84,93,637/-

Add: Cost Factor 1.10 Rs.2,03,43,000/-

BRETUNING WALL AT SALOOL

01Excavation as in foundation. 165.62M3 117/69Rs.19491/-

02R:C:C: (1:2:4) as in foundation 55.21M3 4699/95Rs.259484/-

03S/Fabrication of M/S Compt: 4.26Ton 82294/55Rs.350319/-

04P:C:C: (1:3:6) with 40 % Boulders 716.30M3 2440/84Rs.1748373/-

05R:R masonry dry 846.40M31596/12Rs.1350955/-

06PCC (1:3:6) in band coping etc 255.37M33477/21Rs.887975/-

07P/L boulder hand pack behind R/Wall 1817.66M31246/36Rs.2265458/-

08S/Sperding of stone matel 9" loose 6" compacted 16.98M3984/52Rs.16717/-

09Bituminous prime coat 111.48M2 79/49Rs.8861/-

10P/C 1.5" thick premix carpeting 111.49M2 285/17Rs.31790/-

11RR Masonry (1:6) in P/pit wall 11.21M3 3313/74Rs.37147/-

12Cement pointing in (1:3) CSM 79.71M2 128/83Rs.10269/-

Total:- Rs.6986839/-

Say:-Rs.6986900/-


Say:-Rs.7686000/-

CRANZARO GAT LAMCHAR

01Earth Work Excavation as in hill side cutting

i- Requiring Blasting 24103.947M3 341/67Rs.8235560/-

ii- Ordinary Soil 2678.212M344/34Rs.118752/-

02Excavation as in foundation 6.24 M3 105/10 Rs.656/-

03P:C:C: (1:3:6)plumb concrete with 50 % boulders 167.818M3 2211/-Rs.371045/-

04R:R Masonry (1:6) CM in F/P.16.256M33185/11Rs.51777/-

05P:C:C: (1:3:6) as specified 1.069M33477/21Rs.3717/-

06Stone/boulders filling behind Retuning Wall 17.242 M3 747/48Rs.12888/-

07P:C:C: (1:2:4) as specified 71.346 M34156/-Rs.296514/-

Total:-Rs.9090909/-

Add: Cost Factor 1.10 Rs.1,00,00,000/-

DR:C:C: BRIDGE THALL

01Excavation as in foundation in S/gravel soil 113.25 M3187/20Rs.21178/-

02Excavation as in foundation 264.72M3133/56Rs.35356/-

03P:C:C: (1:3:6) with 50 % Boulders 710.64M32211/-Rs.1571237/-

04P:C:C: (1:3:6) with 30 % Boulders 432.10M32674/95Rs.1155845/-

05P:C:C: (1:4:4 in road foundation 117.72M34156/42Rs.489294/-

06P:C:C: (1:3:6) in P/pet etc. 9.06M33477/21Rs.31504/-

Total:- Rs.3304414/-


Rs.3635000/-

RS.3.635 (M)

G: Total A+B+C+DRs.4,16,64,000/-

Say:-Rs.41.6464

SUB DIVISIONAL OFFICER PF-92


Add:__________% Above/Below/AT PAR

On CSR 2009.



DISTRICT UPPER DIR.. S#Description Qty:Unit Rate Amount

ABATAL KHASS ROAD KM 22


02P:C:C: (1:4:8) as in foundation 16.64 M3 2578/32 Rs.4903/-

03P:C:C: (1:3:6) with 50 % boulders 2521.80 M32211/- Rs.5575700/-

04R:R masonry (1:6) as specified. 806.09M33185/11Rs.2567485/-

05P:C:C: (1:3:6) in copping ,bands ,etc 21.47M33477/21Rs.74656/-

06Stone/boulders filling behind R/Wall 1194.39M3747/48Rs.892782/-

07R:C:C: (1:2:4) as in slab 12.68M3 5261/51 Rs.66716/-


09P:C:C: (1:2:4) as in bed, topping etc 239.92M34156/42 Rs.997208/-

Total:- Rs.10396895/-

Say:-Rs.10396800/-


BRANZRA GAT LAMCHAR

01Earth Work Excavation as in hill side cutting

i- Requiring Blasting 4042.703M3 341/67Rs.1381270/-

ii- Ordinary Soil 449.188M344/34Rs.19917/-


03P:C:C: (1:3:6)plumb concrete with 50 % boulders 671.272M3 2211/-Rs.1484182/-

04R:R Masonry (1:6) CM in F/P.65.024M33185/11Rs.207109/-

05P:C:C: (1:3:6) as specified 3.936M33477/21Rs.13686/-

06Stone/boulders filling behind Retuning Wall 68.968 M3 747/48Rs.51552/-

07P:C:C: (1:2:4) as specified 285.384 M34156/-Rs.1186056/-

Total:-Rs.4349985/-


G: Total A+BRs.16221463/-

Say:-

Rs.16221000/-Rs.16.221 (M)




On CSR 2009

CONTRACTORBILL OF QUANTITY.NAME OF WORK:- REPAIR/REHABILITATION OF DAMAGED ROADS/BRIDGES DURING


DISTRICT UPPER DIR.. S#Description Qty:Unit Rate Amount

ADOBANDO ROAD.


02P:C:C: (1:4:8) as in foundation 8.50 M3 2890/30 Rs.24568/-

03P:C:C: (1:3:6) with 50 % boulders 344.682 M32211/61Rs.762302/-

04Erecting/Removing from work 725.26M306/59Rs.222357/-


06R:C:C: (1:2:4) as in specified. 9.552M3 5261/51 Rs.50258/-

07P:C:C: (1:2:4) as specified. 3M34156/42 Rs.12469/-

08Stone/boulders filling . 271.79M31246/36Rs.338748/-

09R:R masonry (1:6) as specified. 167.32M33785/-Rs.532914/-

10P:C:C: (1:3:6) in specified 2.51M33477/-Rs.8727/-

11Formation of embankment from barrow pit excavation in common material 13.283M3 404/-Rs.5366/-

12Re-handling of gravel work 6137.46M3 98/53Rs.604724/-

13Transportation of earth all type upto 1-Km 1698.75M3 163/55Rs.277831/-

Total:- Rs.3011737/-

Add: Cost Factor 1.10Rs.3312911/-.

Say:-Rs.33,13,000/-Rs.3.313 (M)




On CSR 2009

CONTRACTOR

BOQ of All Flood Works

Documents