Water Resources Department Tender
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Costs
EMD
₹ 1,94,600Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_WRD_86631_1Bid Award Id
ViewTender No
WRD/MID MEDININAGAR/F2-08/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://wrdjharkhand.nic.in/
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Documents
Special Condition for F2 Online
BOQ Items
... More
E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soll soil mixed with kankar pabbles and boulders upto 300 mm size and disposal of spoil upto 500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and intenance of direction of E /I (7.1.43 2)
40134.85
4217771
105.09
... More
E/W in excavation and filling in canal by the hydraulic excavator as per designed section in ordinary soil (vide classification of soil item -A) and making the banks with excavated and laying earth in 225 mm layers upto 500 m and all lifts by tipper incuding construction and maintainance of haul road all complete as per specification and direction of E / I. (7.1.43.4)
10265.58
1180952
115.04
... More
Watering and consolidation of earth laid in 150mm to 225mm layers by manual labour with C.I.hammer to achieve minimum 85% of maximum dry density including supply of water and necessary tools and plants with all leads and lifts all complete as per specification and direction of E/I. (SR.item No. 7.1.38)
14665.11
583671
39.8
... More
Labour charge for taking out disturbed boulder form boulder pitching or rip-rip or rock toe etc. and cleaning the surface and stacking the same within a lead of 100M as per specification and direction of E/I. (S.R.No. 7.7.41)
105
41790
398
... More
Labour charge for piching on appron slope of bank with stone boulder duly packed (uncrated )complete job (materials within 150m ) and all lift as per specification and direction of E/I.(7.7.18)
378
365968
968.17
... More
Suppying of stone boulder of size 300mm for pitching .WRD SOR (item code M018 )-PAGE NO-81 SL.NO.-03
245.7
127093
517.27
... More
Earthwork in bed clearance or desilting of canals having F.S Discharge between 28 cumecs (1000 cusecs) and 8.5 cumecs (300 cusecs) including rough dressing with initial lead of 10 M and lift of 1.5 M as per specification and direction of E/I (S.R.No.7.1.20)
2512.5
303032
120.61
... More
Earthwork in lip cuting in side slopes and bed of canal in ordinary soil with initial lead of 30 M and lift of 1.5 M including the cost of formation of sub grade of canal lining, profiling, levelling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I. ((7.1.21)
43.05
6507
151.15
... More
Providing compacted 75mm thick sand filter of required F.M as per design on side slopes and in bed of canal with coarse sand, including cost of water, ramming, levelling and dressing etc. all complete as per specification and direction of E/I. (7.2.1A)
43.05
6212
144.3
... More
Supply of Polythene sheet 125 micron (WRD -PAGE -87 SL NO-102,ITEM CODE M413
574
7129
12.42
... More
Providing 100mm thick P.C.C lining in M-150 with nominal mix of (1:2:4) with well graded stone chips (20mm and down) and coarse sand of approved quality of required F.M. (2.5 to 3.0) in side and bottom curved portion of the canal in panel with construction joined including cost of form work and its removal, curing, roylty and all other taxes, complete job as per specification and direction of E/I. (7.2.19.1)
57.4
475821
8289.57
... More
Earthwork in excavation of foundation trenches in ordinary soil. (Vide classification of soil item-A) and disposal of excavated earth so obtained to a distance upto 50m and average lift of 1.5m including leveling, ramming the foundation trenches removing the roots or shrubs etc. all complete job as per specification and direction of E/I. (S.R.No. 7.1.27)
51.52
7791
151.23
... More
Providing coarse clean local sand filling in foundation trenches including ramming watering,royality and all other taxes all complete jobs as per specification and direction of E/I.( S/R ITEM NO. 7.1.37 )
20
11688
584.42
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and suttering - all work up to plinth level : 1:2:4 ( 1 cement : 2 coarse sand zone III : 4 graded stone aggregate 20 mm nominal size ) SOR-BCD-(5.3.1.2)
24.86
114312
4598.23
... More
Providing rough dressed random rubble stone masonry in C.M. (1:4) in foundation with aproved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints, curing, soaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E/I.(7.4.10) COMMON SOR-PAGE NO-204 SL.NO.-4.28
40.64
111340
2739.68
... More
Providing rough dressed random rubble stone masonry in cement mortar (1:4) in superstructure -do-complete job as per specification and direction of E/I. (7.4.13) COMMON SOR-PAGE NO-204 SL.NO.-4.31
52.88
153720
2906.96
... More
Providing 25 mm thick cement plaster (1:4) with approved quality of sand requisite F.M. (2.5 to 3) washed and screened including curing, scaffolding wherever required and its removal, royalty & all taxes etc. complete job as per specification and direction of E/I. (7.5.5) COMMON SOR-PAGE NO-200 SL.NO.-3.12
187.66
48579
258.87
... More
Suppiying 150 dia NP2 hume pipe -do-do- as per WRD SOR 11, M-300 page-84
48
13242
275.88
... More
Lobour for laying fitting and fixing 150 mm dia NP2 hume pipe with collors in line, level and grade, as well as providing approved jointing materials and joints property filled to make them water proof, all complete, as per specification and direction of E/I (S.R.No. 7.6.1.1)
48
9662
201.31
... More
Earth work in filling foundation trenches or back filling of masonry structures with suitable earth in layers not excluding 150mm thick well watered, rammed and fully compacted and finaly dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5m complete job as pr Specification and direction of E/I(SR.Item No. 6.1.16)
132.12
15127
114.5
... More
E/w in excavation of foundation trenches as per designed section all kinds of soil. including moorum soil, soil mixed with kankar, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 m away from the toe of dam in the country side) within initial lead of 150m and lift of 1.5m as per specification and direction of E/I. (5.1.8)
56.52
11506
203.58
... More
Supplying 450 mm dia RCC NP2 Hume Pipe with Collers WRD 15,M-300 page 84
15
14862
990.86
... More
Labour for laying fitting and fixing 450 mm NP2 hume pipe with collors in line level and grade, as well as providing approved jointing materials and joints properly filled to make them water proof, all complete, as per specification and direction of E/I. (SR item No. 7.6.1.4)
15
8446
563.1
... More
Carriage of materials by mechanical transport including loading ,unloading and stacking at site as per direction of E/I -: a) Cement ( 15 P + 5K)
42.08
27587
655.6
... More
b) Sand ( 5 P + 5K)
142.9
51415
359.8
... More
c) Chips ( 5 P + 5K)
73.94
26603
359.8
... More
d) Boulder ( 5 P + 5K)
339.22
181418
534.81
... More
e) Np2 150 mm dia hume pipe lead ( 15 P + 5K)
48
1018
21.22
... More
f) Hume Pipe 450 mm Dia NP2 Grade ( 15 P + 5K)
15
1710
114
... More
Add GST@12%
8600191.74
1032023
1
... More
Add Labour Cess@1%
9632214.75
96322
1
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