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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.0 LAdmitted-Finance | +0.00% | ₹3.0 L | L1 | Admitted-Finance |
| 2 | L2₹3.1 L+₹7,318.13 (2.45%)Admitted-Finance | +2.45% | ₹3.1 L+₹7,318.13 (2.45%) | L2 | Admitted-Finance |
| 3 | L3₹3.1 L+₹13,979.13 (4.68%)Admitted-Finance | +4.68% | ₹3.1 L+₹13,979.13 (4.68%) | L3 | Admitted-Finance |
Tender Value
₹3.0 L
EMD Value
₹6,000
Closing Date
14 Sept 2026, 10:30 amClosed
EEC, BR-VII, KMC
9/1A, AJC BOSE ROAD, KOL-17
RESTORATION OF BITUMINOUS ROAD AT 8/16B PRABHURAM SARKAR LANE, 2 PAYMENTAL GARDEN LANE, 35/J CHRISTOPHER ROAD, 41/A TANGRA ROAD AND ITS SURROUNDING AREA DISTURBED BY CESC AND NATURAL WEAR AND TEAR IN WD 58
2026_KMC_1040737_2
KMC/EEC/VII/26-27
Open Tender
CIVIL WORKS
Percentage
90 days
BOROUGH VII, KMC
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹6,000
17 Sept 2026
5 Sept 2026
16 Sept 2026
5 Sept 2026
14 Sept 2026
5 Sept 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 | Earthwork in cutting to form road section in correct profile including removal of spoils not exceeding initial lead of 50m and initial lift of 1.5m (Mode of measurement: pre works and post works) (i) In ordinary soil | 23.08 | M3 | 79.9 | ₹1,843.76 |
| 2 | Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by consolidating Jhama metal / Laterite (63 mm to 45 mm) (Moorum replaced with course sand) (For compacted thickness 75mm) | 270.66 | SQM | 188.23 | ₹50,947.08 |
| 3 | MATERIALS AND LABOUR 1. Building (B) Labour Rates Per Diem : 3)Mazdoor (Male). Note: (I)The above rates of labour are exclusive of 10% contractors profit and 1% Labour welfare cess which would be admissible to the Contractors, but contractual percentage will not be applicable. (II) The workersemployed on high rise building or any structure over 30 ft in height and also workers engaged in Tunnel shall be paid 20% extra wages. | 17 | EA | 269.5 | ₹4,581.5 |
| 4 | 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 as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) On Bituminous Surface. (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.) | 3,425.8 | SQM | 10.18 | ₹34,874.64 |
| 5 | 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 as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (ii) On Granular surfaces treated with primer. (Using Bitumen emulsion at the rate of 0.25 to 0.30 kg per sqm.) | 270.66 | SQM | 11.07 | ₹2,996.25 |
| 6 | Transportation and laying 40 mm thick hot asphaltum mixture from kmc plant to the work site including rolling but excluding the cost of tack coat (covered area- 1250 square meter per 100 mt hot-mixture) a) without paver finisher i) Day Time | 3,696.46 | SQM | 41 | ₹1,51,554.86 |
| 7 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge. | 23.08 | M3 | 166 | ₹3,830.6 |
| 8 | Sub Total | - | - | - | - |
| 9 | GST 18% | 1 | Nos | - | - |
| 10 | CESS 1% | 1 | Nos | - | - |
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