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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.5 LAccepted-AOC H NO DB 32 SECTOR 36 SUNCITY ROHTAK 124001 | ROHTAK | HARYANA | 124001 | L1 | Accepted-AOC Agreement done by the agency |
Tender Value
Refer Docs
EMD Value
₹44,740
Closing Date
4 Dec 2020, 12:00 pmClosed
Executive Engineer Water Services Division Ambala
Executive Engineer Water Services Division Ambala
Restoration of design section and constructing Gate Structure of Ghallary drain and Ghallary link drain for the protection of abadi and agriculture land of village Hema Majra and Ghallary
2020_HRY_151557_1
11740/2A Dated 13-11-2020 (12)
Open Tender
Civil Works
Item-rate/Agreement basic
90 days
Ambala
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹44,740
Yes
17 Feb 2021
25 Nov 2020
4 Dec 2020
25 Nov 2020
4 Dec 2020
25 Nov 2020
Amount
Earth work excavation in ordinary soil with fully drssed exclusive of compensation of earth dressed with all leads and lifts including breaking of clods .
Rehandling of recently deposited earth.
Centering and shuttering for faces of walls and retaining walls and and like (vertical and battering) including attached pilasters, butteresses etc when curved.
Shuttering for faces of concrete foundation and foundation beams(vertical and battering)
Centering and shuttering for slab culvert exceeding 3.0 m but upto 6.0 m span.
Cement concrete 1:3:6 with stone aggregate 20 mm nominal size in foundation and plinth
Cement concrete 1:1:2 with stone aggregate 20 mm nominal size in foundation and plinth.
Supply and fixing of steel gate complete in all respect.
Steel reinforcement TMT bars Fe-500 EQR/FE-500-D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage , over laps, welded joints, spacer bars, chairs, stays , hangers and annealed steel wire etc and placing in position complete in all respect for all heights/depths/storeys/basements etc. Note: Reinforcement shall be measured in length including hooks, if any separately for different diameters as actually used in work, excluding overlaps, wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annelaled steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement.
First class brick work laid in cement sand mortar 1:3 in foundation and plinth
Earth work excavation in ordinary soil exclusive of compensation of earth dressed with all leads and lifts including breaking of clods and all other allowances if any.
Supply and carriage of stone spawl of requisite size as per PWD specification at site of work including loading & unloading and rehandling if any.
Supply of M.S. Wire crates of size 8'x4'x4' with 6"x6" mesh as per PWD specifications No. 23.8 having minimun wight of 27.6 kg
Supply and carriage of stone boulder confirming to PWD specification No. 3.31 at site of work including loading, unloading stacking and rehandling if any.
Laying stone pitching 1.25"thick on side slopes
Filling stone into wire crates and hand packed.
Filling stone spawls 0.5' thick on side slopes below pitching
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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