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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹23.8 L+₹66,976.79 (2.90%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹24.3 L+₹1.2 L (5.00%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | Rejected-Technical 307 AGGARWAL PLAZA L S C CU BLOCK PITAMPURA DELHI 110088 | NORTH | DELHI | 110088 | - | Rejected-Technical An Office Order is enclosed, issued by the Superintending Archaeologist,ASI,Delhi Circle mentioning that the agency is eligible to participate in the tender under the jurisdiction of Delhi Circle Only upto 30.11.2021. | |
| 5 | Rejected-Technical | - | Rejected-Technical Not having the experience of similar works as demamded in NIT |
Tender Value
₹23.8 L
EMD Value
₹47,506
Closing Date
29 Oct 2021, 6:00 pmClosed
Superintending Archaeologist,ASI,Ranchi Circle
Jain Villa, Near Gurunanak School, P.P. Compound, Ranchi-834001
MW (Con) for cleaning, desilting, R.R. Stone retaining wall including stone pitching of Rani Talab at Navratnagarh, Distt. Gumla
2021_ASI_652267_1
T-15/23/Sep/21/8729439/CON
Open Tender
Civil Works
Works
120 days
Palace and Temple Complex, Navratnagarh, Distt.Gumla
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Superintending Archaeologist,ASI,Ranchi Circle
₹47,506
7 Dec 2021
9 Oct 2021
1 Nov 2021
9 Oct 2021
29 Oct 2021
9 Oct 2021
Amount
Execution of works -(As per CPWD specifications 2019 as well as approved by the Site Incharge.)
Clearing grass, unwanted vegetation growth from water tank and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared as per directions and approval of Engineer-in-charge.
Earth work in excavation for stone pitching, retaining wall and desilting of Rani Talab and banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with wooden or steel rammers, and rolling every 3rd and top-most layer with roller and dressing up in embankments, lead upto 50 m and lift upto 1.5 m , as per directions and approval of Engineer-in-charge.
Providing 2.50 cm thick sand cushion in the foundation of R.R. retaining wall and stone pitching for strengthening of bearing capacity of sub soil etc. complete as per directions and approval of Engineer-in-charge.
Providing and laying 10cm thick M-150 P.C.C. in nominal mix of 1:2:4 in the foundation of R.R. retaining wall above sand cushion with approved quality of stone chips 20mm to 12mm graded and clean course sand of requisite F.M. (2.5 to 3) including finishing placing in position, curring etc. complete as per directions and approval of Engineer-in-charge.
Random rubble masonry with hard stone in foundation and plinth of retaining wall and stone pitching using cement mortar in 1:6 (1 cement : 6 coarse sand) including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size), finishing, placing in position, curing etc. complete as per directions and approval of Engineer-in-charge.
Ruled / Flush pointing on R.R.Stone masonry surface with lime, surkhi and marble dust/ fine sand mortar in the ratio of 1:1.5:1/2 (One lime: 1.5 surkhi : 1/2 marble dust or fine sand), finishing, curing etc. complete as per directions and approval of Engineer-in-charge.
Providing and laying 5cm thick M-200 P.C.C. in nominal mix of 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) with an admixture of pigment matching the stone shade and existing texture of adjacent ancient structures above R.R. retaining wall for water tightening to the top portion with approved quality of stone chips 20mm to 12mm graded and clean coarse sand of requisite F.M. (2.5to 3) including finishing placing in position, curing etc. complete as per directions and approval of Engineer-in-charge.
Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge
Arbind Kumar
LAPANI PROGRESSIVE Pvt. Ltd
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