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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC | ₹2.1 Cr | L1 | Accepted-AOC OK |
| 2 | L2₹2.2 Cr+₹9.2 L (4.30%)Rejected-AOC NA VILLAGE SUDKAIN KALAN DISTT JIND 125116 | SUDKAIN KALAN | JIND | HARYANA | 125116 | ₹2.2 Cr+₹9.2 L (4.30%) | L2 | Rejected-AOC OK |
| 3 | L3₹2.3 Cr+₹15.7 L (7.33%)Rejected-AOC | ₹2.3 Cr+₹15.7 L (7.33%) | L3 | Rejected-AOC OK |
| 4 | L4₹2.4 Cr+₹22.2 L (10.4%)Rejected-AOC 121 2 BISWA 78 VPO KAHNI DISTRICT ROHTAK 124303 HARYANA | KAHNI | ROHTAK | HARYANA | 124303 | ₹2.4 Cr+₹22.2 L (10.4%) | L4 | Rejected-AOC OK |
| 5 | L5₹2.5 Cr+₹32.2 L (15.0%)Rejected-AOC PANA BAHADUR VPO HUMAYUNPUR DISTT ROHTAK 124406 | ROHTAK | ROHTAK | HARYANA | 124406 | ₹2.5 Cr+₹32.2 L (15.0%) | L5 | Rejected-AOC OK |
Tender Value
₹2.3 Cr
EMD Value
₹4.5 L
Closing Date
1 Apr 2021, 1:00 pmClosed
Executive Engineer
Const. Division No. 19, Rohtak
Reconstruction V.R. Bridge at Km. 8.476 of Drain No. 8.
2021_HRY_165868_1
546-66/22-A
Open Tender
Civil Works - Bridges
Item-rate/Agreement basic
90 days
Rohtak
Please refer Tender documents.
3 documents required · 3 mandatory
₹15,000
₹4.5 L
Yes
Rohtak
28 Apr 2021
24 Mar 2021
2 Apr 2021
24 Mar 2021
1 Apr 2021
24 Mar 2021
26 Mar 2021
Amount
Dismentling of RCC work HSR Item No. 8.6 (e ) & note
Dismentling of concrete work in cement concrete plain ( 1: 2: 4 ) HSR Item No. 8.6 (d)
Dismentling of Brick work in cement HSR Item No. 8.5 ( b) & note
Earth work excavation for foundation as per pit with in combined lead upto 30 mtr HSR Item No. 6.2 ( b ) & c ( ii )
Preparing watering and ramming surface for laying concrete on surface in irrigation channel HSR Item No. 10.122
Providing & laying in position machine batched and machine mixed design mix M-15 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportion as per IS: 9103 to accerlerate, retard setting of concrete, improve workability without imparing strength and durability as per direction of Engineer-in-charge in foundation and plinth. (Note: Cement content considered in this item is @ of 240 kg/cum.) HSR item No. 10.64
Providing & laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proporions as per IS: 9103 to accelerate, retard setting of concrete, inprove workability without impairing strength and durability as per direction of Engineer-in-charge in foundation and plinth ( Note: Cement content considered in this item is @ of 330 kg/cum.) HSR Item No. 10.66
Shuttering for faces of concrete foundation and foundation beams HSR No. 9.13 & Note
Centring & shuttering for main slab (b) exceeding 3m but upto 6 m span HSR Item No. 9.18 (b)
Centring & shuttering for faces of walls partitions, retaining walls, well steining and the like (vertical or battering) including attached pilasters, buttresses etc. wall HSR Item No. 9.5
Brick Masonary 1:3 in foundation & plintyh HSR Item No. 11.5
Brick Masonary 1:3 in super structure HSR Item No. 11.10
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, 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. Note: Reinforcement shal 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 annealed 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 rate for reinforcement. HSR Item. No. 18.22
Local sand filling behing abutment & wing walls with in lead upto 495 mtr lead i/c fully dressed. HSR Item No. 6.2 (b), ( c) (i), (ii), (iii), 6.3 (i) & 14.83
Rehandling of earthwork for filing with in lead upto 60 mtr. HSR Item No. 6.2 (b), 6.2 (i) & note
Earthwork for filing in ramp with in lead upto 90 mtr. HSR Item No. 6.2 (b ), (c ) (i) (ii)
Providing & fixing premoulding bitumen joint filing for expansion joint 25 mm 1/C cost of sealing compound & primer coat HSR Item No. 24.35 (ii)
Providing and fixing rain water pipe of 3" dia pipe iron.
Dry Brick on edge paving sand grouted over 50 MM th. Earth plaster / mud plaster as per HSR Item No. 14.20
Painting to coat as per HSR Item No. 16.26
Laying of loose stone in bed after curtain wall U/S & D/S ( NS Item)
Providing and laying cutting NP3 900 mm dia pipe, complete in all respect. HSR Item No. 29.96
Credit of Brick bats
Credit of old and used steel of slab
Credit of NP3 900mm dia pipe
JOGINDER SINGH CONTRACTOR
MUKESH KUMAR CONTRACOR
M/S SUNSHINE BUILD GROUP
subodhconstco
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