Water Resources Department Tender
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Costs
EMD
₹ 1,64,700Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_WRD_84811_1Bid Award Id
ViewTender No
WRD/MIDDDC/DEO/F2-11/23-24/G04Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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E/W in excavation in canal by the hydraulic excavators as per designed section in all kinds of soil,soil mixed with kankar,pebbles and boulders upto 300mm size and disposal of soil upto 10M with all lifts by the tipper including construction and maintenance as per specification and direction of E/I.(7.1.43.1,P-138 WRD)
19800
1000494
50.53
... More
E/W in excavation in canal by the hydraulic excavators as per designed section in all kinds of soil,soil mixed with kankar,pebbles and boulders upto 300mm size and disposal of soil upto 500M with all lifts by the tipper including construction and maintenance as per specification and direction of E/I.(7.1.43.2,P-138 WRD)
46200
4855158
105.09
... More
Fine Dressing of canal banks or embankment and turfing with 75mm thick grass sods, obtained within lead of 150M including the cost of watering the grass surface till it acquires greeness as per specification and direction of E/I. (7.1.42.1,P-137,WRD)
43.8
65825
1502.86
... More
Extra for each lead of 150M over the initial lead of 150M (Extra 2 Nos.Lead) (7.1.42.2,P-138 WRD)
87.6
49368
563.57
... More
E/W in excavation of foundation trenches of toe wall,spillway,head regulator,outlet intake well etc. as per designed section in all kinds of soil including moorum soil,soil mixed with kankar,pebbles and boulders upto 300mm size and disposal of the same (beyond 50M away from the edge of trenches) with initial lead of 150M and initial lift of 1.5M as per specification and direction of E/I. (5.1.14.1 Part B P-100 WRD)
677.71
137968
203.58
... More
Earth work in excavation of foundation trenches of toe wall,spillway,head regulator,out lets,intake wells etc, as per designed section in ordinary rock or soft rock (where blasting is not needed)(vide classification of soil item C) with disposal of the same beyond 50M away from the edge of the trench with initial lead of 150M initial lift of 1.5M as per specification and direction of E/I.(5.1.15.2) Part-B WRD
119.48
66944
560.3
... More
Labour for laying fine filter (sand) or coarse dry graded filter either of jhamma khoa or stone metal or stone chips under brick pitching in slope and apron including light ramming etc. all complete as per specification and direction of E/I.(7.7.13 Part B P-157 WRD)
3.12
1241
398
... More
Providing brick flat soling with designation 75A bricks,joint filled with coarse sand of approved quality including royalty and all taxes,all complete job as per specification and direction of E/I.(7.7.14 Part B P-151 WRD)
41.66
14718
353.3
... More
Providing and laying in position cement concrete of specified grade excluding the xost of centering and shuttering. All work up to plinth level ,1:3:6(1cement:3coarse sand (Zone-III):6 graded stone aggregate 20mm nomial size) BCD Item no.5.3.1.5,P-106
49.77
200423
4027
... More
Providing and laying in position cement concrete of specified grade excluding the cost of shuttering.all work upto plinth level 1:2:4 (1 cement: 2 coarse sand (zone-iii) : 4 graded stone grade aggregate 20mm nomial size) complete job as per specification and direction of E/I.(SL.No.5.3.1.2,P-106, BCD Part-B)
12.44
57201
4598.23
... More
Providing shuttering, including strutting, proping etc. and its removal after use in foundation work as per specification and direction of E/I.(Item no.5.3.17,P-110 WRD)
112.54
47045
418.03
... More
Providing shuttering including strutting,propping etc. and its removal after use in superstructure work as per specification and direction of E/I.(Item no 5.3.18, P-110 WRD Part-B)
18.56
8351
449.98
... More
Providing rough dressed random rubble stone masonary in C.M.(1:4) in foundation with approved quality of coarse sand of requisite F.M.(2.5 to 3.0) washed and screened with racking out joints,curing,scaffolding and its removal where ever required including royalty and all taxes etc. complete job as per specification and direction of E/I.(5.2.28,SL.No. 4.28,Part-A)
96.38
264050
2739.68
... More
Providing rough dressed random rubble stone masonry in cement mortar (1:4) in superstructure with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints,curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E/I. (4.31/5.2.31 Page No.-254 Part-A)
50
145348
2906.96
... More
Supplying of 250mm dia. NP2 RCC Hume Pipe with collar….do…do…E/I.(402.00+10% C.P) (M-300,P-83, Part-A)
40
17688
442.2
... More
Labour for laying,fitting and fixing NP2 hume pipe 250mm dia. with collars in line,level and grade,as well as providing approved jointinjg materials and joints properly filled to make them water proof, all complete as per specification and direction of E/I.(7.6.12 Part B,P-149)
40
12337
308.43
... More
Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F.M.(2.5 to 3.0) washed and screened including where ever required and it's removal,royalty and all taxes etc. complete job as per specification and direction of E/I.(5.7.12,SL.No.3.12,P-200,Part-A)
125.88
32586
258.87
... More
Providing 1.5mm thick cement punning including curing etc. complete job as per specification and direction of E/I.(5.7.11 Part-A)
26.8
1458
54.43
... More
Supplying laying boulder in rock toe, heel trenches of the dam as per design, drawing including the cost of materials royalty and all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.(6.4/5.6.4/Page No.-209,Part-A
10.61
15820
1491.06
... More
Providing weep holes with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I. (6.7.6,SL.No6.9,P-209,Part-A)
10
1664
166.46
... More
Earthwork in filling in foundation or back filling of masonary structure with semi pervious suitable earth in layers, not exceeding 150mm thick,well dressed with each layer rammed and fully compacted finely dressed with earth obtaining cutting from borrow pits with initial lead of 30M and initial lift of 1.5M as per specification and direction of E/I.(6.1.16,P-120 Part-B,WRD)
279.14
31961
114.5
... More
Carriage of materials Cement
38.35
17951
468.1
... More
Sand
94.95
30516
321.4
... More
Stone Chips
11.2
4217
376.6
... More
Stone Metal
46.78
18688
399.49
... More
Stone Boulder
156.99
60919
388.05
... More
Hume Pipe 250mm dia
2.6
1695
652
... More
Bricks
1.35
1037
766
... More
Provision of GST @ 12%
1
873344
873344.29
... More
Add 1% Labour Cess
1
81512
81512.13
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