Irrigation And Water Resources Department Tender
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Costs
EMD
₹ 15,43,000Document Cost
₹ 20,000Tender Fee
₹ 1,180
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2021_HRY_176791_1Bid Award Id
ViewTender No
4422/33-A Dated 17/06/2021Tender Authority
Irrigation And Water Resources Department ViewPurchaser Address
-Website
http://https://hid.gov.in/
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Documents
BOQ Items
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m as per HSR 4.14.1
13531.02
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-
Centering and Shuttering including stacking, proppping etc. as per HSR 6.29.3
1782.75
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-
Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and
manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS: 9103
to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. All works up to Plinth Level M-15 grade plain cement concrete. (cement content considered @ 240kg/cum) as per HSR 6.22.2.2
3948.71
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-
Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and
manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS: 9103
to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. All works above Plinth Level M-15 grade plain cement concrete. (cement content considered @ 240kg/cum) as per HSR 6.22.1.2
31.93
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-
Brick work with common burnt clay non-modular bricks of class Cement Mortar 1:3 as per HSR 7.21.1 in F&P
1645.91
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-
Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:3 (1 cement: 3 coarse sand) as per HSR 7.22.1 and 7.8 & 7.9 Superstructure
846.66
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-
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully
automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge All works above plinth level. as per HSR 6.24.2
977.4
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-
Centering and shuttering including strutting, propping etc. and removal of form for floors, roofs, landings, balconies buttresses, plinth and string courses etc as per HSR 6.30.3
787.8
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-
Centering and shuttering including strutting, propping etc. and removal form Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc as per HSR 6.30.2
865.92
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-
Providing & fixing unplasticised rigid PVC rain water pipe conferming to IS: 13592 type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion, (i) single socketed pipes of 110 mm dia as per new HSR item No. 9.57.2
43.2
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-
Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D kg
or more. as per HSR 6.34.6 above plinth level
66275.4
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-
Providing and fixing in position 12mm thick bitumen impregnated per fibre board conforming to IS: 1838, including cost of primer, depth sealing compound Grade-A in expansion joints. 1 Oom as per HSR 27.51.2
205
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-
Supplying and filling in plinth with sand (conforming to zone-IV, IS 1542) cum under floors, including watering, ramming, consolidating and dressing complete. As per HSR 10.2
813
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-
Providing & laying Dry brick on edge flooring in required pattern with bricks of class designation 7.5 laid on bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks as per new HSR item No 10.34
3799.2
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-
Lease of land for diversion
3.9
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Filling brick-bats in crates, and hand-packing by mechanical/ mannual means. as per HSR B0146 of chapter 2
550.7
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-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge as per HSR 4.12.1
351871.4
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-
Dressing bed and preparation of sub grade for lining for laying paver block by mechanical/ mannual means as per HSR 14.1
9133
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Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m: All kinds of soil as per (HSR 4.9- 4.10-4.11)
8346.52
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Providing and laying 80mm thick factory made cement concrete inter1ocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge as per HSR 10.77
9133
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-
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns as per HSR 6.29.1
329.2
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Credit for surplus earth as per HSR RM079 of chapter 2
246309
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