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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹81.5 LAccepted-AOC VILL BAGARIA P O B BAGARIA P S KULPI DIST SOUTH 24 PGS PIN 743332 | BAGARIA | SOUTH 24 PARGANAS | WEST BENGAL | 743332 | ₹81.5 L Quoted ₹83.3 L | L1 | Accepted-AOC AOC |
| 2 | L2₹83.5 LRejected-Finance | ₹83.5 L | L2 | Rejected-Finance 2ND LOWEST |
| 3 | L3₹83.9 LRejected-Finance | ₹83.9 L | L3 | Rejected-Finance 3RD LOWEST |
| 4 | Rejected-Technical | - | - | Rejected-Technical Improper Documents |
| 5 | Rejected-Technical VILL KUNDAY P O B BAGARIA P S KULPI PIN 743332 | 24 PARAGANAS SOUTH | WEST BENGAL | 743332 | - | - | Rejected-Technical Improper Documents |
Tender Value
₹81.5 L
EMD Value
₹1.6 L
Closing Date
14 Feb 2026, 1:00 pmClosed
EXECUTIVE ENGINEER PWD DIAMOND HARBOUR DIVISION
O/O THE EE PWD, PWD COMPOUND KALPUKURPARA DIAMOND HARBOUR SOUTH 24 PGS
Special Repair of Fatepur-Falta Road from Ch. 2.800km to ch. 3.100km (300Mtr.) by Concrete Blocks under Diamond Harbour Division , P.W.D. in the District of South 24 parganas during the year 2025-2026
2026_WBPWD_994700_2
WBPWDEEDHDe_NIT_30_2025_26
Open Tender
CIVIL WORKS
60 days
DIAMOND HARBOUR
Please refer Tender documents.
4 documents required · 4 mandatory
₹1.6 L
Yes
29 Jun 2026
28 Jan 2026
16 Feb 2026
28 Jan 2026
14 Feb 2026
28 Jan 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 | Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed. b) By mechanical means (without milling machine) : (i) From 25 mm to 50 mm thick. | - | Sqm | - | - |
| 2 | Wet Mix Macadam Base Course
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). | - | Cum | 1 | - |
| 3 | Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with concrete grade as specified as per Table 1 of IS 15658:2006) manufactured in steel mould clamped to a vibrating table by hydraulic pressure (as per cl. no. 6.30 of IRC: SP: 63 (2018), from BIS licensee manufacturer, with spacer nib (Small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks, as per Cl. No 3.26 of 15: 15658)and of specified size and shape with aspect ratio (The ratio of length to thickness of a paver block, as per CL.No.3.3 of IS: 15658) as per Table 2 of 15:15658 with flexural strength/breaking load as per Annexure G of IS:15658, on the prepared base course of specified CBR as per Table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a cushion of compacted bedding sand of 25-35 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps in between paver blocks with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP 63) and completing the edges with cut blocks as per Cl. No. 8.7 of IRC SP-63(2018) swith proper confinement of bedding and joint filling sand, compaction.levelling und filling up of the edge gap. 100 mm thick.
Grey | - | Sqm | - | - |
| 4 | 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 . | 0.2 | Cum | - | - |
| 5 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. | 1 | Sqm | - | - |
| 6 | I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor
(A) [Pakur Variety] (a) 1:3:6 proportion | 1 | Cum | - | - |
| 7 | Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing
and technical specifications. E PCC Grade M30 I) Using concrete mixer | 1 | Sqm | 1 | ₹1 |
| 8 | GST (Sl-01 to Sl-07) | - | % | - | - |
| 9 | CESS (SL-01 to Sl-08) | - | % | - | - |
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