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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.0 LAccepted-Finance | ₹5.0 L | 1 | Accepted-Finance L1, LOWEST BIDDER |
| 2 | 2₹5.2 L+₹15,498.02 (3.10%)Rejected-Finance | ₹5.2 L+₹15,498.02 (3.10%) | 2 | Rejected-Finance L2 |
| 3 | 3₹5.3 L+₹27,496.49 (5.50%)Rejected-Finance MAKARDAH ROAD DASNAGAR OPP UNITED CLUB HOWRAH 711105 | HOWRAH | HOWRAH | WEST BENGAL | 711105 | ₹5.3 L+₹27,496.49 (5.50%) | 3 | Rejected-Finance L3 |
Tender Value
₹5.0 L
EMD Value
₹10,000
Closing Date
5 Mar 2026, 5:00 pmClosed
Executive Engineer (Civil) / Br.-XIII, KMC
516, D.H. ROAD, KOLKATA-700034
IMPROVEMENT OF ROAD/PASSAGE AT 45 A.G. ROAD BYE LANE SLUM/UTTARAN AREA IN W-118.
2026_KMC_1013503_1
KMC/XIII/118/47/25-26
Open Tender
CIVIL WORKS
Percentage
28 days
WARD NO-118
PLEASE REFER TENDER DOCUMENTS.
5 documents required · 5 mandatory
₹0
₹10,000
24 Sept 2026
24 Feb 2026
7 Mar 2026
24 Feb 2026
5 Mar 2026
24 Feb 2026
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 |
|---|---|---|---|---|---|
| 1 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary.(b) For each additional Depth of 150mm and part thereof. ( Ref :PWD (Rds & Brdgs)-2018, It. No. 3.16 Page No.240) | 364.75 | SQM | 19 | ₹6,930.25 |
| 2 | Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary.Note:- Add cost at site of the materials to arrive at the complete rate. The compaction factor for dry, clean sand may be taken as 0.835. (The payment is to be made on the basis of finished compacted volume).(c) For Silver Sand ( Ref :PWD (Rds & Brdgs)-2018, It. No. 4.05 Page No.245 & page-222 sl. No-4) | 27.36 | M3 | 1,172.6 | ₹32,077.94 |
| 3 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. ( Ref :PWD (Bldg.)-2017, It. No. 1, Page No.14 & 3rd Corrigenda Addenda dtd-04.06.18,P-1) | 364.75 | SQM | 361 | ₹1,31,674.75 |
| 4 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety ( Ref :PWD (Bldg.)-2017, page-26 (item -10(i), consumption chart pg-B-60, sl-3 and Annexture-II , Format-A, 3rd Corrigenda & addenda p-13 dtd-04.06.2018, PWD(R&B) 2018, Chapter-1, pg-227 I-1.03, pg-230,Table-I , Table III-2 pg-226, ) | 27.36 | M3 | 6,274.72 | ₹1,71,652.81 |
| 5 | BUILDING WORKS (D) Flooring A. ORIGINAL WORKS 48. Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material. [Border concrete if necessary to be paid separately]. Note: Sub-grade CBR should not be less than 5. (b) 50 mm thick interlocking designer concrete paver block M- 30 grade for non-traffic zone,buiding premises,garden,parks,domestic drive as per IS: 15658- 2006(over 20-30 mm medium sand bed on 200mm thk bound gnaular /granular base course including cost of sand for sand bed but excluding cost of base course & subgrade preparation.) (ii) Coloured Decorative | 36.48 | SQM | 875 | ₹31,915.63 |
| 6 | Laying of interlocking Paver Blocks as per approved design over 20-30mm th medium yellow sand bed with true to line,lavelling,proper compaction with vibrator etc. with jointing with kerb/edge should be made with Cement Concrete (1:2:4)etc. as per the direction of the Engineer-in-charge and including cost of materials,labour etc. complete | 364.75 | SQM | 124 | ₹45,229 |
| 7 | Sub Total | - | - | - | - |
| 8 | GST 18% | 1 | Nos | - | - |
| 9 | CESS 1% | 1 | Nos | - | - |
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