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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 CrAccepted-AOC | ₹5.8 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹6.1 Cr+₹25.4 L (4.34%)Rejected-Finance | ₹6.1 Cr+₹25.4 L (4.34%) | L2 | Rejected-Finance 2nd Lowest Quoted amount in financial Bid. |
| Sl No | Description | Qty | Unit | Brajesh Kumar Constructions Pvt. Ltd. L1 | G AND P ENTERPRISES L2 |
|---|---|---|---|---|---|
| 1.00 | Jungle clearance in borrow area , building premises, flanks and slopes of the roads, canals and embankement by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc. complete as per direction of E/I. (7.1.2) (SOR-Part-A, 2.02, Page-195) | 13.89 | Per Hect. | 16,005.84 ₹2,22,385.14 Lowest | 16,701.41 ₹2,32,049.39 |
| 2.00 | Earth work in filling in canal banks (canal discharge up to 28 cumecs ) as well a special repair of canal banks in ordinary soil in proper profile ( vide classification of soil item A)obtained from borrow area or any other sources free from logs roots or any other in gradients etc with initial lead of 15m and lift of 1.5m including breaking clods to maximum 50mm cube placing the earth in layers not exceeding 225mm thick complete as per specification and direction of E/I (mode of measurement sectional measurement shall be compacted earth)(7.1.25) | 9,072.02 | Per M2 | 103.62 ₹9,40,042.71 Lowest | 108.13 ₹9,80,957.52 |
| 3.00 | Earth work in excavation of canals having discharge between 8.5 cumecs (300 cusecs) and 0.14 cumecs (5 cusecs) in ordinary soil (vide classification of soil item–A) including clod breaking having earth in 225mm layer and rough dressing of soil with initial lead of 10M and lift of 1.5M all complete as per approved design, specification and direction of E/I.(7.1.8) | 17,919.44 | Per M3 | 97.69 ₹17,50,550.09 Lowest | 101.94 ₹18,26,707.71 |
| 4.00 | Extra for earth work in each additional lead of 25m beyond the initial as per specification and direction of E/I.
For ordinary and hard soil. (Vide classification of soil item A & B) (7.1.33.1)
(A) One extra lead | 680.4 | Per M3 | 10.75 ₹7,314.3 Lowest | 11.22 ₹7,634.09 |
| 5.00 | (B) Two extra lead | 680.4 | Per M3 | 21.5 ₹14,628.6 Lowest | 22.43 ₹15,261.37 |
| 6.00 | (C) Three extra lead | 544.32 | Per M3 | 32.25 ₹17,554.32 Lowest | 33.65 ₹18,316.37 |
| 7.00 | (D) Four extra lead | 816.48 | Per M3 | 42.99 ₹35,100.48 Lowest | 44.86 ₹36,627.29 |
| 8.00 | Extra for earth work for each subsequent lift of 1m over the initial lift of 1.5m(7.1.34) One Lift | 10,816.82 | Per M3 | 10.75 ₹1,16,280.82 Lowest | 11.22 ₹1,21,364.72 |
| 9.00 | Filter media /filter Material as per table 300-3(MoRT&H specification) at Quarry(M-021) | 17.27 | Per M3 | 876.18 ₹15,131.63 Lowest | 914.25 ₹15,789.1 |
| 10.00 | E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil-A and B) in proper profile excavation by Hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots or any other ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I. (As per TEC letter no. 587 dt. 22.09.06)
(A) Lead beyond 150M but upto 500M (7.1.26.1) | 3,628.81 | Per M3 | 140.61 ₹5,10,246.97 Lowest | 146.72 ₹5,32,419 |
Tender Value
₹7.4 Cr
EMD Value
₹7.4 L
Closing Date
15 Dec 2023, 5:00 pmClosed
Executive Engineer, Waterways Division, ranchi.
Executive Engineer Office, Waterways Division, ranchi.
PCC Lining and repair of structures of Singrouly and Marasilli distributary under Paras Main Canal.
2023_WRD_78075_1
WRD/WWD/RANCHI-01/23-24
Open Tender
Civil Works
Item Rate
365 days
Ranchi, Jharkhand.
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹7.4 L
12 Nov 2025
25 Nov 2023
18 Dec 2023
25 Nov 2023
15 Dec 2023
25 Nov 2023
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