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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.0 CrAccepted-AOC 36 1 1A PULIN KHATICK ROAD KOLKATA 700015 | KOLKATA | WEST BENGAL | 700015 | L1 | Accepted-AOC As the bidder is L1 | |
| 2 | L2₹13.2 Cr+₹20.4 L (1.57%)Rejected-Finance | L2 | Rejected-Finance As the bidder is not L1 | |
| 3 | L3₹13.4 Cr+₹41.4 L (3.19%)Rejected-Finance | L3 | Rejected-Finance As the bidder is not L1 |
Tender Value
₹13.0 Cr
EMD Value
₹10 L
Closing Date
20 Sept 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Engineer, C-III, RB, KMDA
Superintending Engineer, C-III, RB, KMDA
New Construction of proposed construction of steel composite of 35 m 15 m length, 10.0 m wide carriageway width with one side footpath on Eastern side of 6 cell box Bridge at Chingrighata for easy access of Vehicular Movement
2025_KMDA_895552_1
15/SE/C-III/RB/KMDA of 2025-26 Dt.26/08/2025
Open Tender
CIVIL WORKS
Percentage
270 days
Chingrighata
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹10 L
10 Nov 2025
29 Aug 2025
23 Sept 2025
29 Aug 2025
20 Sept 2025
29 Aug 2025
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Part A | |||||
| 1.01 | Supplying Sal-bullah piles at work site, including dressing and making one end pointed
(v) 200mm diameter
For Coffer Dam.. | - | Mtr | 386 | - |
| 1.02 | Supplying Sal-bullah piles at work site, including dressing and making one end pointed
(i) 100mm diameter | - | Mtr | 142 | - |
| 1.03 | Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in sorts of soil including hoisting and
placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before
and after driving and including hire and labour for necessary driving appliances and all tackles.
v) Bullah of diameter 200.00 mm | 746 | Mtr | 119 | ₹88,774 |
| 1.04 | Labour for fitting and fixing 10 cm. to 13 cm. diameter Sal-bullah/Eucalyptus-bullah as ties and runners including necessary nails, bolts and nuts. | 152.8 | Mtr | 20.6 | ₹3,147.68 |
| 1.05 | Walling or roofing fitted and fixed complete with cut drum sheets including the cost of drums, cost of cutting drums and flattening the sheets and cost of necessary nails and screws. | 76.4 | sqm | 348 | ₹26,587.2 |
| 1.06 | Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge. | - | Hp. Hr. | 23 | - |
| 1.07 | Hire and labour charges for staging with sal bullah for super structure of bridge (Major and Minor) including stripping off and removing clearing on completion of work as per design and drawing approved by the Engineer-in-charge. | - | Cum | 199 | - |
| 1.08 | Earthwork in re-excavation / silt clearance in drainage channel in all kinds of soil including sludge, slush mixed with all sorts of industrial wastes and municipal garbages, polypacks, carcasses, small khatal effluents, night soil etc. by mathor labour as may be necessary and depositing the same in places as directed by the Engineer-in-charge , in such a manner, without causing much hindrance to traffic and posing health hazard and making arrangement to maintain the site in workable condition and rough dressing when dry including making arrangement of bailing out of any seepage water and removal of sand or soil blown from underneath, removal of khatal, temporary latrines, clearing and removing all kinds of semi compact masses formed by water hyacinth, jungles up to 30 cm girth, and burning them to ashes or removing outside Government land in conformity with the Municipal rules, including shoring shuttering as required, nicking out lines etc.
(Measurement : Pre-work and Post-work level section. Pre- work section to be taken after removal of water hyacinth and all other floating materials etc.)
(a) By manual means within an initial lead of 30 M and an initial lift of 1.50 M | - | Cum | 146 | - |
| 1.09 | Excavation for Structures. Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge. I. In all sorts of soil excluding marshy soil & rocks (soft or hard) (II)by mechanical means. i) upto 3 m depth (ii) Without pumping out water | 535.7 | Cum | 46 | ₹24,642.2 |
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