Water Resources Department Tender
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Water Resources Department Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date7 Apr 2025
Closing Date15 Apr 2025
Tender Amount₹ 87,51,626
Costs
EMD
₹ 1,75,200Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_WRD_100053_1Bid Award Id
ViewTender No
WRD/IGC/KDD-2/F2-07/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
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Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specification and direction of E/I.(7.1.37)
38.26
584
22359.91
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roviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) (BCD) (5.3.1.2)
185.36
4598
852327.91
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) (5.3.1.1) BCD
55.45
4961
275127.93
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Providing shuttering including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I. (7.3.18)
744.23
418
311109.63
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Supplying, fitting and fixing copper strip of 16 gauge of approved quality ( with 99% purity) in expansion joints complete job as per specification and direction of E/I. (7.8.1)
44.71
458
20516.97
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Supplying, fitting and fixing rubber seal (water stop) of approved quality for construction joints complete job as per specification and direction of E/I.(6.7.2)
3.24
108
351.96
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Providing and laying dry pitching with precast concrete block 600mm x 600mm x 300mm size of M-100 with nominal mix of (1:3:6) in floor and flank wall with approved quality of graded coarse aggregate of required grade (as per design) and approved quality of sand of required F.M.(2.5 to 3.0) washed and screened including necessary form work, tools and plants, vibrating, curing, as well as royalty and all taxes all complete job as per specification and direction of E/I. (7.3.17)
16.44
6807
111907.57
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Providing and placing stone metal graded filter of size 20mm to 45mm in slopes and bed of canals below lining including royalty and other taxes etc. all complete as per specification and direction of E/I. (7.2.7)
24.66
1816
44790.2
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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) Common SOR
53
166
8822.38
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providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. (BCD Part B) 5.5.5(A)
5.68
82096
466554.64
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(b) 12mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL)}) (5.5.5 B)
3.55
80879
286797.18
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(c) 16mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL)})( 5.5.5 C)
5.71
80879
461576.85
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Earthwork in back filling structures in layers not exceeding 150mm hick with pervious or semipervious or suitable soil from borrow pits ree from logs, roots, or any other ingredients by manual excavation and carriage by truck with all lifts including watering, ramming, fully compacted and finely dressed, complete job as per specification and direction of E/I. Beyond 150M but upto 1/2 Km. (7.1.35.1)
189.93
378
71804.94
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E/W in excavation of foundation in tranches in ordineary soil (Vide classification of soil item- A) and disposal of excavated earth so obtained to a distance up to 50 Mand average lift of 1.5 M including levelling raimaing the foundation tranches removing the roots or shrubs etc.all complete as per specification and direction of E/I (7.1.27)
420.16
151
63540.8
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level :-- 1:3:6 (1 Cement 3 coarse sand (zone-III) : 6 graded stone aggregate 40 mm nomainal size). (BCD Part B 5.3.1.5)
204.72
4027
824436.1
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Providing shuttering including strutting, proping etc. and its removal after use in various components of canal structure or embankment structure as per specification and direction of E/I. (WRD Part B 7.3.19)
177.66
449
79943.45
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supplying and laying good quality of stone metal of size (20mm to 63 mm) in rock toe, heel trenches, toe drain as per design and 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. (Common Part A Sl. 6.3)
73.28
1771
129846.3
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Supplying Boulder with minimum size of 300 mm for Pitching as per specification and direction of E/I (450.00+67.28=517.280) WRD Part B M-018 P-81
39.6
517
20484.29
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Labour Charges for pitching on apron slope of bank with stone boulder duly packed (uncreated) complete job (material within 150 m lead and all lifts as per specification and direction of E/I. (Part B 7.7.18)
39.6
968
38339.53
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Earth work in filling foundation trenches and back filling of structures in layers not exceeding 150 mm thick well watered rammed and fully compacted and finly dressed with suitable earth obtained from excavation of foundation trenches and placed in suitable profile within a lead of 30 m lead and lift of 1.5 m complete job as per specification and direction of E/I. (WRD Part B 7.1.31)
176
115
20312.16
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Earth work in filling in canal banks as well as special repair of embankment in canal banks in grade A & B types of soil (vide soil - A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtined from borrow area or any other sourdces free from logs, roots or any other ingredients with all lifts including breaking clods to maximum 60mm size placing the earth in layer not exceeding 225 mm thick all complete as per specification and direction of E/I. (WRD Part B 7.1.25)
179.59
127
22975.33
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Watering and consolidation of earthlaid in 150mm to 225mm layer by manual labour with C.I. hammer to achive minimum 85% of maximum dry density including supply of water and necessary tools and plants with all leads and lifts all complete job as per specification and direction of E/I. (WRD part B 7.1.38)
179.59
39
7147.8
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Excavation of soft rock in canal for all depths -do- -do- per specification and direction of E/I (With Prior Approval of Chief Engineer). (7.1.13.3)
69.6
767
53395.03
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Providing and placing sand filter free from clay and other organic materials (F.M. 2.5 to 3.0) -do- -do- direction of E/I. (7.2.8)
18.6
1415
26322.16
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Providing 100mm thick P.C.C. lining in M- 10 with nominal mix of (1:3:6) -do- -do- direction of E/I. (7.2.19)
37.2
7799
290136.56
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Providing 100mm thick P.C.C. lining in M- 150 with nominal mix of (1:2:4) -do- -do- as per specification and direction of E/I (7.2.19.1)
32.63
8289
270447.22
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Providing 10mm thick vertical joints at suitable interval, joints filled with do- -do- specification and direction of E/I. (7.2.10) For canal side slope. (7.2.10.1)
284.66
166
47475.59
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For canal bed. (7.2.10.2)
177.34
110
19560.6
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providing and laying hessian cloth in slope as per specification and direction of E/I. (M-268, P-61)
281.2
43
12282.82
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supplying laying and fixing seperation membrane of impermeable plastic Sheeting 125 micron thick. (JH-SOR-WRD-M-072, P-35)
140.6
14
2100.56
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Labour charge for pitching with stone boulder duly packed in slope and apron with materials within 150M of work site and all lifts as per specification and direction of E/I. (W.R.D, SR item no. - 6.6.6) Page no - 91
108
968
104562.36
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Supplying of Stone boulder for pitching (W.R.D, Sl. No. M-005 (Page-33) WRD
108
1373
148354.2
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E/W in flood embankment, canal banks as well as special repair of embankment in canal bank (For Diversion)-do- -do- as per specification & direction of E/I. Lead Beyond 150 M but upto 500 M. (7.1.26.2 WRD)
8100
188
1527741
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Earth work in excavation (for divserion) of canals and dhars carrying -do- -do- an initial lead of 30 m and lift of 1.5m. all complete as per approved design. specification and direction of E\I. (7.1.6)
108
159
17210.88
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Carriage of material (Cement)
154.65
622
96239.94
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Sand
300.22
421
126465.09
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chips
486.73
540
262968.86
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metal
97.94
577
56559.37
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boulder
39.6
558
22132.04
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steel
14.93
622
9292.81
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Add GST @ 18%
1
1321776
1321776.01
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Add L. Cess @1%
1
86649
86649.76
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