Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date12 Dec 2024
Closing Date19 Dec 2024
Tender Amount₹ 10,98,086
Costs
EMD
₹ 11,000Document Cost
₹ 2,360Tender Fee
₹ 500
Description
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Contact
Tender Id
2024_CEWRN_1123462_1Bid Award Id
ViewTender No
E-Tender No. 11 of 2024-25(2nd Call)Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://https://wrd.maharashtra.gov.in/
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Documents
BOQ Items
... More
Excavation in all kinds of soil including boulders up to 0.6 m diameter ( 0.113 cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. Complete with lead up to 1 km and all lifts as directed.
622.03
99
62140.8
... More
Providing and laying insitu 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)
23.7
4331
102654.18
... More
Providing cohesive non-swelling (CNS) material lining to canals using selected material from approved borrow area's (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 less than 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
485.25
280
136306.72
... More
Providing and laying in situ M-15 (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
Canal Bed
30.25
5332
161302.08
... More
Canal Slope
38.23
5691
217568.84
... More
Providing casing embankment using selected pervious material 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 using vibratory compactor including cost of water etc., complete with lead upto1 km for water and all lifts as directed.
278.4
247
68764.8
... More
Providing and laying polythene film of 031 properly manufactured from 100% virgin granules confirming to I.S. 2508-1984 with 1.5 to 2.5 m. package in rolls etc. complete as directed. A)200micron
684.8
59
41053.76
... More
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.
1.86
75799
140987.81
... More
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)
44.13
46
2060.87
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