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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-AOC | ₹5.6 L | L1 | Accepted-AOC Rate offered is lowest |
| 2 | L2₹5.7 LRejected-Finance | ₹5.7 L | L2 | Rejected-Finance As per rate offered |
| 3 | L3₹5.7 LRejected-Finance | ₹5.7 L | L3 | Rejected-Finance As per rate offered |
Tender Value
₹5.6 L
EMD Value
₹11,254
Closing Date
28 Feb 2026, 6:00 pmClosed
Commissioner SMC
Baghajatin road, Collegepara, Siliguri
Improvement of Road section with Paver Block at Ashighar More
2026_MAD_1010955_1
32/WBMAD/SMC/PW/2025-2026
Open Tender
CIVIL WORKS
Percentage
120 days
Siliguri
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
₹11,254
Yes
22 Aug 2026
20 Feb 2026
5 Mar 2026
20 Feb 2026
28 Feb 2026
20 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. . | |||||
| 1.01 | (a) Depth of excavation not exceeding 1.500 mm. | - | Cu.M | 1 | - |
| 2Construction of Sub Base using Local Materials:Construction of Sub Base using Local Materials,spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges completeas per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). | |||||
| 2.01 | For Construction of Sub Base by compacting river bed materials | - | Cu.M | - | - |
| 3Water Bound Macadam Base Course, 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 tonnesin 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 orfilling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404of Specifications for Road & Bridge Works of MoRT&H(5th Revision). | |||||
| 3.01 | Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm) | - | - | - | - |
| 3.011 | Manual Means | - | Cu.M | 1 | - |
| 4Water Bound Macadam Base Course, 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 tonnesin 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 orfilling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404of Specifications for Road & Bridge Works of MoRT&H(5th Revision). | |||||
| 4.01 | Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) | - | - | - | - |
| 4.011 | Manual Means | - | Cu.M | - | - |
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