Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date4 Mar 2022
Closing Date14 Mar 2022
Tender Amount₹ 62,99,903
Costs
EMD
₹ 63,000Document Cost
₹ 2,360Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CEWRN_775103_1Bid Award Id
ViewTender No
E-Tender No. 12 of 2021-22(2nd Call) CIDn.Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://https://wrd.maharashtra.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Providing and laying in situ cement concrete of grade M-10 of trap/ granite / quartzite / graded metal for foundation and bedding with Batching Plant and Transit Mixer including placing, compacting, curing etc. complete with all lifts as directed. (A) M-10 (20 MSA) (Cement 4.4 bags/Cum)
35.51
-
4875.55
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Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for PCC with or without surface reinforcement/ RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway down stream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Batching Plant and Transit mixer with centering, centering, shuttering, scaffolding, placing, compacting, curing etc. complete with all lifts etc. complete as directed.
(A) M-15 (20 MSA) (Cement 5.64 bags/Cum)
106.84
-
6055
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Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete as directed.
1.79
-
72937.25
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Providing cohesive non-swelling (CNS) material lining to canals using selected material from approved borrow area (Government acquired land) including cost of all materials, machinery, labour, spreading soil in layers of thickness not more than 150 mm including providing 20 cm or so (perpendicular to side slope) of extra pride ,removing pride just prior to the placement of lining, breaking clods, watering, compacting to density control of not lessthan 95 % of Proctor density, dressing to required profile including cost of water etc. complete with lead upto1 km for water and all lifts as directed.
586.79
-
371.25
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Laying and jointing R.C.C. pipe of NP2 class or IRC standard in C.M. 1:2, proportion by volume including cost of all materials (excluding pipes and collars), labour, aligning pipes, batching and mixing mortar, packing joints with hemp and mortar, finishing, curing with lead up to 50 m and all lifts etc. complete as directed. 300 mm dia
32
-
736.5
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Providing & fixing M.S.Gates of screw type of size in line,level & slope including hoisting arrangement as per approved design including transportation etc.complete.
a) 0.3 x 0.3m
8
-
8869
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b) 1.0 x 1.0m
1
-
180303
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c) 1.2 x 1.2m
2
-
197751
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Providing and laying in situ M15 (20 MSA)(28 days cube compressive strength not less than 15N/sqmm) grade cement concrete with clean, hard, graded aggregates for canal lining for side and bed including cost of all materials, machinery, labour, cleaning with batching plant and transit mixer placing in position, finishing with all slope of canal including centering, scaffolding, formwork, compaction, curing, by cutting grooves, filling with sealing compound and providing porous plugs preparation of sub grade etc. complete with all lifts etc. complete as directed.
A) For Bed Lining (Cement 5.64 bags/Cum)
173.19
-
6161.3
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Providing and laying in situ M15 (20 MSA)(28 days cube compressive strength not less than 15N/sqmm) grade cement concrete with clean, hard, graded aggregates for canal lining for side and bed including cost of all materials, machinery, labour, cleaning with batching plant and transit mixer placing in position, finishing with all slope of canal including centering, scaffolding, formwork, compaction, curing, by cutting grooves, filling with sealing compound and providing porous plugs preparation of sub grade etc. complete with all lifts etc. complete as directed.
B) ii) For Side Lining without curing compound i.e. by curing with water (Cement 5.64 bags/Cum)
272.88
-
6309.75
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Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for foundation and bedding with Batching Plant and Transit Mixer including placing, compacting, curing etc. complete with all lifts as directed.
(A) M-15 (20 MSA) (Cement 5.64 bags/Cum)
182.44
-
5150.3
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Backfilling the trenches using available material from excavation in layers not exceeding 300 mm, each layer shall be compacted by watering and ramming without disturbing the pipe line with excavated stuff , including breaking of clods of soil etc complete as directed. (The backfilling on the two sides of the pipeline should be carried out simultaneously)
167.54
-
45.9
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Providing and laying expansion / construction joint with shalitex super expansion pad (jute fiber) 12 mm thick including sealing the joint with shalitex sealing compound etc. complete as directed (For all slab thickness).
11.18
-
1454.75
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Providing hearting embankment using selected impervious soil from approved borrow areas (Government acquired land) in layers including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 % of Proctor density kusing vibratory compactor including cost of water etc., complete with lead upto1 km for wtaer and all lifts as directed.
1243.38
-
272.3
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Providing and applying single coat of epoxy primer (4.42 sq m per kg) (resin : hardener, 2:1) on old UCR / concrete surface etc. Complete as directed
0.43
-
586
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Cleaning grass and removal of rubbish up to a distance of 50 meters outside the periphery of the area as directed
5519.7
-
4.45
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