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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-AOC | ₹7.2 L | L1 | Accepted-AOC Rate offered is lowest |
| 2 | L2₹7.3 LRejected-Finance | ₹7.3 L | L2 | Rejected-Finance As per rate offered |
| 3 | L3₹7.3 LRejected-Finance | ₹7.3 L | L3 | Rejected-Finance As per rate offered |
Tender Value
₹7.2 L
EMD Value
₹14,324
Closing Date
28 Feb 2026, 6:00 pmClosed
Commissioner SMC
Baghajatin road, Collegepara, Siliguri
Construction of new approach road for proposed Mahakal Mandir at Chadmoni
2026_MAD_1010955_3
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
₹14,324
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 |
|---|---|---|---|---|---|
| 1Picking 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. | |||||
| 1.01 | By manual means : | - | - | - | - |
| 1.011 | From 25 mm to 50 mm thick. | - | Sq.M | - | - |
| 2Water 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). | |||||
| 2.01 | Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type A (13.2 mm) | - | - | - | - |
| 2.02 | Manual Means | - | Cu.M | - | - |
| 3Tack Coat Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS:8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete asper Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). | |||||
| 3.01 | On Granular surfaces treated with primer (Using Bitumen emulsion at the rate of 0.25 to0.30 kg per sqm.) | - | Sq.M | - | - |
| 4Tack Coat Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS:8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete asper Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). | |||||
| 4.01 | On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to0.30 kg per sqm.) | - | Sq.M | - | - |
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BOQ_2482464.xls
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