Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Eprocure
Opening Date31 Jan 2022
Closing Date10 Feb 2022
Tender AmountRefer Documents
Costs
EMD
₹ 10,14,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_WRD_55638_1Bid Award Id
ViewTender No
WRD/MDD-7/GALUDIH/SBD-04/21-22Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
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300mm dia pipe
2452
-
3757.6
... More
350mm dia pipe
1454
-
4572.7
... More
400mm dia pipe
1743.25
-
5491.2
... More
450mm dia pipe
389
-
6438.3
... More
600mm dia pipe
21
-
10048.5
... More
Providing and supplying in standard lenths high density polyethyline (HDPE) Confirming to IS 4984-4984/14151/12786/13488 9 (latest revision with necessary jointing materials like mechanical connector i.e, thread /insert joint/quick release coupier joint/compression fitting joint or flanged joints excluding coupler/special and taxes). (DWSD, Jharkhand SOR -SL No -M1028, Grade- PE80, PN-06) 110 mm dia pipe
242
-
302.25
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140 mm dia pipe
5780.25
-
489.56
... More
160 mm dia pipe
10202.5
-
641.39
... More
180 mm dia pipe
3380.25
-
804.57
... More
200 mm dia pipe
2369.75
-
993.3
... More
225 mm dia pipe
2405
-
1257.23
... More
250 mm dia pipe
2409.5
-
1546.71
... More
280 mm dia pipe
2090
-
1945.45
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315 mm dia pipe
940.25
-
2464.8
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Earth work in excavation ( As per IS 3114/1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth with initial lead and lift as per specification and direction of Engneer in charge. (classification of soil item- B) (JH DWSD -SOR-3.1.1.1(B))60% of excavated earth
23133.45
-
138.11
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Earth work in excavation in ordinary rock or soft rock (vide classification of soil item- C) with initial lead of 10m and lift of 1.5 m. including dressing making the sides in proper prpfile and dressing the bed in proper grade etc. all complete as per specification and direction of E/I. (JH WRD -SOR-7.1.12.2) 40% of excavated earth
15422.3
-
411.29
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E/W in filling in foundation trenches and back filling of masonry structures with suitable earth in layers not exceding 150 mm thick well watered rammed and fully compacted and finely dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30 m and initial lift of 1.50 m complete job as per specification and direction of E/I. (JH WRD -SOR-6.1.16)
(80% of excavated earth)
30844.6
-
106.14
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Supplying labours, tools,tackles lubricants etc. for laying and jointing C.I.S/S tyton pipes (class LA) in trenches without supplying rubber gasket and making gasket joints including providing night guard, barrier and red light to safe quard against accident all complete ( pipe to be supplied departmentally free of cost and laying of pipes is to be done as per I.S.S.3114-1985) As per design, specification of E/I.(DWSD SOR - 3.1.32.b) 150mm dia pipe
189
-
113.12
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200mm dia pipe
351.75
-
113.2
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250mm dia pipe
378
-
120.61
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300mm dia pipe
2452
-
120.7
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350mm dia pipe
1454
-
139.21
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400mm dia pipe
1743.25
-
139.29
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600mm dia pipe
21
-
201.93
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Lowering, laying and jointing H.D.P.E / M.D.P.E pipes in proper position including all specials by compresion fitting / electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like electrofusion machine, electric heater / butt fusion welding machine with hydrolic jack, top loading clamp etc. all labours directed by engineer in charge as per IS 7634 PART-II. (DWSD P-96 (3.1.3.7)) 110 mm dia pipe
242
-
60.03
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140 mm dia pipe
5780.25
-
61.16
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160 mm dia pipe
10202.5
-
72.53
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180 mm dia pipe
3380.25
-
72.53
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200 mm dia pipe
2369.75
-
72.55
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225 mm dia pipe (MJP P-106
Section-I / H.D.P.E Pipes MJP P-115)
2405
-
165
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250 mm dia pipe (MJP P-106
Section-I / H.D.P.E Pipes MJP P-115)
2409.5
-
169
... More
280 mm dia pipe (MJP P-106
Section-I / H.D.P.E Pipes MJP P-115)
2090
-
210
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315 mm dia pipe (MJP P-106
Section-I / H.D.P.E Pipes MJP P-115)
940.25
-
231
... More
Providing and supplying ISI standard D.I specials & fitting with sealing rubber gasket of S.B.R complete with cast iron follwer gfland and M.S nuts & bolts coated or otherwise protected from rusting and suitable for D.I pipes including ED,CST, all taxes etc. as per IS-9523 but excluding freight.
JH-WSD-SOR-part -B-M 1027+Inspection -1%,Transportation 10% & C.P @ 10% added. Fitting 200-300 mm dia
8315
-
103.15
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Fitting 350-450 mm dia
12996
-
113.47
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proving double flange sluice valve ( size 50mm to 1200 mm) confirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps transportation etc. all complete. DWSD SOR items - M 1039B (without bypass arrangements) 125mm
10
-
8265.4
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150mm
29
-
12003.2
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200mm
10
-
21199.2
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250mm
11
-
31772.4
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300mm
7
-
39752.9
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350mm
2
-
56345.2
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400mm
3
-
74932
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450mm
1
-
90478.3
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600mm
1
-
161700
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providing double flange sluice valve confirming for IS-2906/14846 including worn gear as per test pressure stainless steel spindle caps transportation etc all complete for rate including all taxes.( without byepass arrangement - PN -1.6) (JH-DWSD-SOR-M-1039C, P-61)100 mm
36
-
9346.7
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150 mm
2
-
12534.12
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Supplying labour and tools for fixing C.I sluice valve in trenches with a pair of C.I Tail piece, including making lead caulked joints and flanged joints as per I.S.S specification including supplying all jointing materials (pig lead confirming to I.S.S 782-1978, yarn confirming to I.S.S 6587-1972 and nuts and boits confirming to I.S.S 1364-1983) including drilling holes in flanges if required as per specification and direction of E/I. (sluice valve and pieces to be supplied departmentally free of cost) (JH-DWSD-SOR 3.1.35,P-96) 100mm
36
-
1578.92
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125mm
10
-
1908.19
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150mm
31
-
2356.35
... More
200mm
10
-
3105.98
... More
250mm
11
-
3389.46
... More
300mm
7
-
4064.74
... More
350mm
2
-
4848.23
... More
400mm
3
-
5815.21
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450mm
1
-
7351.44
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600mm
1
-
9874.06
... More
Providing and supplying kinetic double Orifice type air valve confirming to IS 14845 as per MJP's standard speciafications combined with srew down isolating valve , small orifice elastic ball resting on a gun metal metal orifice nipple, large orifice vulcanite ball seating on a moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading , unloading, transportation upto deparmental stores excluding GST levied by GOI & GOM in all respect etc.complete. (MJP Section-1pipe Appurtenances 8.a, pg-186, PN-1) 80mm
55
-
15023
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Spplying labour and tools for fixing C.I. double acting air valve in trenches as per specification and direction of E/I.(C.I. double acting air valve to be supplied departmentally free of cost) (JH-DWSD-SOR -3.1.42,P-98)80 mm
55
-
158.87
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supplying tools and cutting road as well restoring the same as per specification and direction of E/I. 32 Nos. of road crossing for different dia pipe. (i) Pucca road cutting - 40% of (160 m3 + 40 m3 = 200m3) (JH-DWSD-SOR -3.1.19.1A)
80
-
748.9
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(ii) WBM, road cutting - 30% of (160 m3 + 40 m3 = 200m3) JH-DWSD-SOR -3.1.19.1B
60
-
596.02
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Dismantaling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. (JH-BCD-SOR - 5.10.2)
2.4
-
878.79
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Providing P.C.C. M-150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6 mm size graded clean coarse sand of F.M. (2.5 to 3.0) including screening, shuttering , mixing cement concrete in mixer and placing in position, vibrating, striking, curing,( but excluding the cost of reinforcement ) taxes and royalty all complete as per building specification and direction of E/I. (JH-BCD-SOR - 5.3.2.2)
2.4
-
5444.32
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Plain / reinforced cement concrete ( PCC Grade M-15) in open foundation complte as per drawing and technical specifications. (JH-SOR - Part A - 7.2A)
161.12
-
3846
... More
Labour charge for one cutting of caste iron pipe and specials including supplying necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I. B211 (JH-DWSD-SOR -3.1.43,P-98) (150mm)
2
-
95.36
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200mm
4
-
143.04
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250mm
4
-
143.04
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300mm
25
-
190.73
... More
350mm
16
-
238.41
... More
400mm
18
-
286.09
... More
450mm
3
-
333.77
... More
600mm
1
-
476.81
... More
Supplying labours, tools,tackles for testing of laid C.I or U.P.V.C or H.D.P.E or A.C. pressure pipe upto 60 m head of water all complete as per specification and direction of E/I. ( water to be supplied free of cost departmentally ) (JH-DWSD-SOR -3.1.46,P-100) 110mm dia pipe
230
-
3.54
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140 mm dia pipe
5592.25
-
5.13
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160 mm dia pipe
9862.5
-
5.13
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180 mm dia pipe
3257.25
-
6.06
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200mm dia pipe
2274.75
-
6.06
... More
225mm dia pipe
2290
-
6.06
... More
250mm dia pipe
2303.5
-
7.1
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280 mm dia pipe
2005
-
7.95
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315 mm dia pipe
901.25
-
7.95
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150mm dia pipe
189
-
5.13
... More
200mm dia pipe
351.75
-
6.06
... More
250mm dia pipe
378
-
7.1
... More
300 mm dia pipe
2405
-
7.95
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350 mm dia pipe
1452
-
9.04
... More
400 mm dia pipe
695
-
10.46
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450 mm dia pipe
370
-
13.73
... More
600 mm dia pipe
21
-
18.46
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Earth work 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 50 m. including all lifts, levelling, ramming the foundation trenches removing the roots of trees, shrubs all complete as per approved design , building specification and direction of E/I. (JH-BCD-SOR - 5.1.1)
310.05
-
139.58
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E/W in excavation of foundation trenches of toe wall , spillway , head regulator, outlet, intake well etc. as per design section in all kinds of soils, soil mixed with kankar , pebbles and boulder upto 300 mm size and disposal ,of the same ( beyond 50 m from edge of trench ) with initial lead of 150 m and initial lift of 1.5 m as per specification and direction of E/I. (JH-WRD-SOR - 7.1.27)
697.14
-
138.87
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E/W in excavation of foundation trenches of toe wall , spillway , head regulator, outlet, intake well etc. as per design section in Ordinary rock or soft rock (where blasting is not needed ) (vide classiofication of soil item-C) with disposal of soil ( beyond 50 m from edge of trench ) with initial lead of 150 m and initial lift of 1.5 m as per specification and direction of E/I. (JH-WRD-SOR - 7.1.12.2)
116.34
-
411.29
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Plain / reinforced cement concrete ( PCC Grade M-15) in open foundation complete as per drawing and technical specifications. (JH-SOR - Part A - 7.2C,Case-I)
14.72
-
4275
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Providing R.C.C. M-200 with nominal mix of (1:1½:3) in roof slab (pump house) with approved quality of stone chips 20mm to 6 mm size graded clean coarse sand of F.M. (2.5 to 3.0) including screening, shuttering , mixing cement concrete in mixer and placing in position, vibrating, striking, curing,( but excluding the cost of reinforcement ) taxes and royalty all complete as per building specification and direction of E/I. (JH-SOR - Part A - 7.3, B)
5.66
-
4499
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Providing cast in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for RCC work as per detailed drawings and design or as directed by Engineering in charge including normal dewatering, centering, plywood framework , bully / steel prop ups, compaction , finishing the formed surfaces with C.M 1:3 of sufficient miniumum thickness if special finish is to be provided and curing etc.complete. ( by weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C, Ambuja, Birla Gold, Manikgad , Rajashree , etc. Cement is permitted) (excluding M.S or Tor reinforcement) (JH-SOR - Part A - 7.3C
(q) case-II)
71.16
-
5027
... More
Providing 12 mm thick water proof cement plaster(1:3) with clean coarse sand of F.M 1.5 with 5% Cico or any other water proofing compound including screening , curing with all leads & lifts of water , scaffolding , taxes and royalty all complete as per building specification and direction of E/I. (H-SOR - Part A - 3.14)
498.4
-
177.69
... More
Supplying , fitting , and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications. (JH-SOR - Part A -8.3)
28.21
-
71410
... More
Earth work 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 50 m. including all lifts, levelling, ramming the foundation trenches removing the roots of trees, shrubs all complete as per approved design , building specification and direction of E/I. (JH-BCD-SOR - 5.1.1)
3331.75
-
139.58
... More
Providing coarse clean sand in filling in foundation trenches or in plinth including all materials , labour, royalty and taxes all complete as per building specification and direction of E/I.( made of measurement compacted valume) (JH-BCD-SOR - 5.1.10)
333.03
-
415.58
... More
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed , placed in foundation and compacted by vibration including curing for 14 days. (JH-BCD-SOR - 5.3.1.4)
32.02
-
3985.04
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Providing designation 75A one brick on edge solling joints filled with local sand Including cost of watering taxes royalty all complete as per building specification and direction of E/I. (JH-BCD-SOR - 5.6.2)
352.64
-
525.92
... More
Providing designation 75B one brick on flat solling joints filled with local sand Including cost of watering taxes royalty all complete as per building specification and direction of E/I. (JH-BCD-SOR - 5.6.3)
109.44
-
322.35
... More
Providing designation 75A brick work in CM (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M 2.0 TO 2.5 Including providing 10 mm thick mortar joints , cost of screening , materials , raking out of joints to 15 mm depth , curing taxes and royalty all complete as per building specification and direction of E/I.(JH-BCD-SOR - 5.2.3)
60.27
-
5069.99
... More
Providing R.C.C. M-150 with nominal mix of (1:2:4)) in slab of desire shape with approved quality of stone chips and clean coarse sand of F.M. (2.5 to 3.0) including curing, shuttering , carrying the slab manually to site and lying in position all complete ( but excluding the cost of reinforcement ) taxes and royalty all complete as per building specification and direction of E/I.(JH-BCD-SOR - 5.3.4)
11.01
-
5127.91
... More
Providing 12 mm thick cement plaster(1:6) with clean coarse sand of F.M 1.5 including screening , curing with all leads & lifts of water , scaffolding , taxes and royalty all complete as per building specification and direction of E/I. (JH-SOR-BCD-5.7.3)
744.83
-
153.24
... More
plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed , placed in foundation and compacted by vibration including curing for 14 days. (JH-SOR - Part A - 7.1)
137.87
-
3279
... More
Providing 12 mm thick cement plaster(1:6) with clean coarse sand of F.M 1.5 including screening , curing with all leads & lifts of water , scaffolding , taxes and royalty all complete as per building specification and direction of E/I. (JH-SOR - Part A - 3.3)
3634.95
-
153.24
... More
Providing designation 75A brick work in CM (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M 2.0 TO 2.5 Including providing 10 mm thick mortar joints , cost of screening , materials , raking out of joints to 15 mm depth , curing taxes and royalty all complete as per building specification and direction of E/I. (JH-SOR - Part A 4.3)
237.72
-
5069.99
... More
Filling in foundation trenches and plenths in layer not exceeding 150mm thick well watered, rammed, fully compacted and fine dressedwith earth obtained from excavation of foundation trenches within a lead of 50m and lift of 1.5m complete as per building specification and direction of E/I. (JH-SOR - Part A 5.1/JH-BCD-SOR - 5.1.7)
2559.48
-
50.82
... More
Providing precast RCC M-200 with nominal mix of (1:1.5:3) of desired size with approved quality of stone chips and clean coarse sand of F.M 2.5 -3.0 including curing, shuttering, carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement ) taxes and royalty all complete as per building specification and direction of E/I.(JH-SOR-BCD-5.3.2.1)
142.36
-
5810.71
... More
for OR-45 steel ( 69 P + 3K )
23.4
-
896.7
... More
cement ( 69 P + 3K )
136.06
-
896.7
... More
Sand (1K +13P + 3K)
311.63
-
426.92
... More
Stone chips ( 3k + 69P +3K )
205.48
-
1215.4
... More
Bricks (22 P +3K)
116.1
-
1227
... More
for OL-44 steel ( 69 P + 3K )
5.43
-
896.7
... More
cement ( 69 P + 3K )
41.85
-
896.7
... More
Sand (1K +13P + 3K)
102.27
-
426.92
... More
Stone chips ( 3k + 69P +3K )
72.34
-
1215.4
... More
Bricks (22 P +3K)
27.48
-
1227
... More
Add GST @12%
1
-
1
... More
Add Labour Cess @1%
1
-
1
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