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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82.9 LAccepted-AOC | ₹82.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹83.7 LRejected-Finance 404 ZAMINDAR ROAD GORABAZAR P S BERHAMPORE DIST MURSHIDABAD PIN 742101 | BERHAMPORE | MURSHIDABAD | WEST BENGAL | 742101 | ₹83.7 L | L2 | Rejected-Finance L2 |
| 3 | L3₹83.8 LRejected-Finance 0 HISAR HISAR HARYANA 125004 UDYAM HR 06 0052049 | HISAR | HARYANA | 125004 | ₹83.8 L | L3 | Rejected-Finance L3 |
Tender Value
₹83.8 L
EMD Value
₹1.7 L
Closing Date
22 Jun 2026, 5:30 pmClosed
Executive Engineer, South 24 Parganas Divn, MED
Bikash Bhavan, South Block, 1st Floor, Salt Lake, Kolkata-91
Construction of ICBP Internal Road, Strom Water Drain, Leachate Drain, Recharge Pit, Gate and other allied works for proposed 9TPD Waste Processing Plant under Solid Waste Management Project within Joynagar Majilpur Municipality.
2026_MAD_5014841_1
WBMAD/NIT-08/EE/PRG(S)/2025-26 (2nd Call)
Open Tender
CIVIL WORKS
Percentage
90 days
Jaynagar-Majilpur Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹1.7 L
Yes
23 Jul 2026
2 Jun 2026
25 Jun 2026
3 Jun 2026
22 Jun 2026
3 Jun 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 | Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) Grading – I [P-246; It-4.08(B) of Roads Sch.] | 1 | Cum | 1 | ₹1 |
| 2 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hireand labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (ii) Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm) [P-246; It-4.11 of Roads Sch.] | 1 | Cum | - | - |
| 3Supplying and laying in the specified pattern of Interlocking Concrete Block Pavement (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 clause 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 clause no. 3.26 of IS 15658) and of specified size and shape with aspect ratio (The ratio of length to thickness of a paver block as per clause no. 3.3 of IS: 15658) as per table 2 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 completing the edge with cut blocks as per Cl. No. 8.7 of IRC SP-63 (2018) with proper confinement bedding and joint filling sand, compaction, levelling and filling up of edge gap. 100 mm thick. Grey [Page- 286; It-8 and 12th Corrigendum of PWD (Bldg.) S.O.R] | |||||
| 4 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the
bottom, bailing out water as required complete. a) Depth of excavation not exceeding 1,500 mm. [Page- 1; It-1 of PWD (Bldg.) S.O.R] | 1 | Cum | 1 | ₹1 |
| 5Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation. [Page- 1; It-3 of PWD (Bldg.) S.O.R] | |||||
| 6 | Filling in foundation or plinth by silver sand in
layers not exceeding 150 mm as directed and
consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) [Page- 2; It-4 of PWD (Bldg.) S.O.R] | 1 | Cum | - | - |
| 7 | Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety]
(a) 1:3:6 proportion | 1 | Cum | - | - |
| 8 | 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.
[Page- 26; It-10 of PWD (Bldg.) S.O.R] | - | Cum | 1 | - |
| 9 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns,lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work [Page- 42; It-36 of PWD (Bldg.) S.O.R] | 1 | Sqm | - | - |
| 10Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. SAIL/TATA/RINL [Page- 43; It-40 of PWD (Bldg.) S.O.R] | |||||
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