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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.6 LAccepted-AOC | L1 | Accepted-AOC done | |
| 2 | L2₹13.8 L+₹2.2 L (18.9%)Rejected-Finance VILLAGE TATKI P O BODLA DISTRICT KURUKSHETRA PIN CODE 136131 HR | KURUKSHETRA | HARYANA | 136131 | L2 | Rejected-Finance Highest rate quoted | |
| 3 | L3₹14.8 L+₹3.2 L (27.1%)Rejected-Finance | L3 | Rejected-Finance Highest rate quoted | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹14.7 L
EMD Value
₹29,480
Closing Date
10 Sept 2020, 12:00 pmClosed
Executive Engineer SYL WS Division Ambala
Executive Engineer SYL WS Division Ambala
Construction of car parking shed first phase in office building of Canal Colony Ambala
2020_HRY_142446_1
10/09/2020
Open Tender
Civil Works
Item-rate/Agreement basic
90 days
Canal Colony Model Town
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
Executive Engineer SYL WS Division Ambala
₹29,480
Yes
16 Oct 2020
3 Sept 2020
10 Sept 2020
3 Sept 2020
10 Sept 2020
3 Sept 2020
Amount
Earth work in excavation in foundations, trenches, etc.in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres
Shuttering for faces of concrete foundations and foundations beams (vertical or battering)
Centering shuttering for faces of walls partitions, retaining walls, well steining and the like (vertical or bettering) including attached plasters, buttresses etc.
Cement concrete 1:3:6 with stone aggregate 20 mm nominal size in foundation and plinth
Cement concrete 1:1 ½:3 with stone aggregate 20 mm nominal size for reinforced concrete work for bed plates in square, rectangular, polygonal, circular and elliptical wells, excluding steel reinforced but including centring and shuttering, laid in position, complete in all respects. (a) extra over Item Nos. 10.79 to 10.94, if 1:1 ½:3 mix is used, instead of 1:2:4 (b) extra over Item Nos. 10.79 to 10.94, if 1:1:2 mix is used, instead of 1:2:4
Steel reinforcement TMT bars FE-500 D grade or more for R.C.C. works, where no included in the complete rate of R.C.C. including strightening bending, binding wastage overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc and placing in position complete in all respects for all heights/ depths/ storeys /basements etc.
Supplying, hoisting and placing in position tubular trusses including runners, purlins, consisting of steel tubes conforming to I.S. specifications of tested quality duly welded with fillet welds 6 mm thick through-out including wind bracing. Open end of pipe sealed with 3 mm thick plate including the cost of nuts and bolts where bolts connections are specified at flange joints including one coat of ready mixed red oxide zink cromate primer of approved quality assembling and fixed in position complete in all respect.
Corrugated G.I. sheet roofing 0.80 mm thick fixed with galvanised iron ‘J’ or ‘L’ hooks, 10 mm dia G.I. limpet and bitumen washers complete, excluding the cost of purlins, rafters and trusses.
Manish KUmar
RAJNISH KUMAR CONTRACTOR
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