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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.2 CrAccepted-AOC FLAT NO 2 6 BLOCK C CHANDRABALI UDHYAN JAMSHEDPUR 831001 | EAST SINGHBUM | JHARKHAND | 831001 | L1 | Accepted-AOC As per decision | |
| 2 | L2₹70.0 Cr+₹8.9 Cr (14.5%)Rejected-Finance | L2 | Rejected-Finance As per decision | |
| 3 | L3₹72.6 Cr+₹11.4 Cr (18.6%)Rejected-Finance | L3 | Rejected-Finance As per decision | |
| 4 | L4₹73.9 Cr+₹12.7 Cr (20.8%)Rejected-Finance 6 OM COMPLEX BHUJ BHACHAU BYPASS DABDA ROAD ANJAR KUTCH 370110 | ANJAR | KUTCH | GUJARAT | 370110 | L4 | Rejected-Finance As per decision | |
| 5 | L5₹81.5 Cr+₹20.3 Cr (33.2%)Rejected-Finance | L5 | Rejected-Finance As per decision |
Tender Value
₹74.7 Cr
EMD Value
₹74.8 L
Closing Date
3 Feb 2024, 5:00 pmClosed
Executive Engineer
Executive Engineer, Barrage Division, Galudih.
RESIDUAL WORK FOR CONSTRUCTION OF E/W, LINING, WBM ROAD, CUT and COVER, STEEL LINER AND ALL STRUCTURES FROM KM 7.020 TO KM 10.166/10.23 OF GALUDIH LEFT MAIN CANAL
2024_WRD_80599_1
WRD/BD/GALUDIH/IFB-01 /23-24
Open Tender
Civil Works
Item Rate
730 days
galudih ghatsila
Please refer Tender documents.
15 documents required · 15 mandatory
₹10,000
₹74.8 L
Yes
Chief Office, Chandil Complex Adityapur, Jamshedpu
9 Oct 2024
11 Jan 2024
5 Feb 2024
11 Jan 2024
3 Feb 2024
11 Jan 2024
17 Jan 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation of canals having full supply discharge between 28 cumecs (1000 cusecs) and 8.5 cumecs (300 cusecs in ordinary soil (vide classification of soil item- A) including clod breaking laying earth in bank in layers of 225mm and rough dressing with initial lead of 15M and lift of 1.5 M as per approved design, specification and direction of E/I. WRD- (7.1.7), P-132 | 712.95 | Per M3 | 127.24 | ₹90,715.76 |
| 2 | Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item- A) and disposal of same in country side by truck (50M away from the edge of the trenches) beyond initial lead 150M but up to 1km with all lifts including loading, unloading, construction and maintenance of haul road etc.as per approved design, specification and direction of E/I( 6.1.13) | 42,476.23 | Per M3 | 282.18 | ₹1,19,85,943.43 |
| 3 | Extra for earth work in hard soil(vide classification of soil item- B) all complete as per specification and direction of E/I( 7.1.10) | 43,189.18 | Per M3 | 15.38 | ₹6,64,249.63 |
| 4 | Earth work in excavation in canal by the hydraulic excavator (Rock Breaker) as per designed section in soft rock (where blasting is prohibited) vide type of soil item-C with disposal of spoil upto 500m with all lifts by tipper including construction and maintainance of haul road all complete as per specification and direction of E/I. WRD-7.1.43.8 | 33,675.19 | Per M3 | 289 | ₹97,32,128.47 |
| 5 | E/W in Excavation of in canal by the hydraulic excavator(Rock breaker) as per design section in soft rock (where blasting is prohibited(vide type of soil item C) with disposal of spoil beyond 500 m but up to 1000 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (SR item No. 7.1.43.9) | 1,35,590.32 | Per M3 | 301.02 | ₹4,08,15,398.13 |
| 6 | Providing and placing sand filter free from clay & other organic materials (F.M 2.5 to 3.0) in slope & bed of the canal, below lining including the cost (where depth of cutting is more than 6m (20 ft.)of watering, compaction, royalty and other taxes as per specification and direction of E/I. (7.2.8) | 227.26 | Per M3 | 1,415.17 | ₹3,21,611.53 |
| 7 | Supplying and laying gravel filter (size 5mm to 15mm) in filter blanket and in the toe drain ( in horizontal portion) of the dam as per design, drawing including the cost of materials royalty and all taxes etc. but excluding the cost of carriage all as per specification and direction of E/I. (5.6.2) | 19.65 | Per M3 | 1,179.93 | ₹23,185.62 |
| 8 | Pressure Release Valve. ( vide WRD SOR M-427 Page 81) | 20 | Each | 822.24 | ₹16,444.8 |
| 9 | Providing 10 mm thick vertical joints at suitable interval, joints filled with bituminous materials of approved quality including royalty all taxes etc. all complete as per specification and direction of E/I. (7.2.10.1) | - | - | - | - |
| 10 | (a) For canal Side Slope.(7.2.10.1) | 355.04 | Per M | 166.78 | ₹59,213.57 |
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