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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.8 LAdmitted-Finance C R ROAD SREE RAM NAGAR NATAGARH KOL 700113 | KOLKATA | NORTH 24 PARGANAS | WEST BENGAL | 700113 | +0.00% | ₹2.8 L | L1 | Admitted-Finance |
| 2 | L2₹2.9 L+₹6,749 (2.40%)Admitted-Finance 68 SREERAMPUR GARIA KOLKATA 700084 | KOLKATA | KOLKATA | WEST BENGAL | 700084 | +2.40% | ₹2.9 L+₹6,749 (2.40%) | L2 | Admitted-Finance |
| 3 | L3₹2.9 L+₹10,826 (3.85%)Admitted-Finance 63X TOLLYGUNGE ROAD KOLKATA WEST BENGAL | KOLKATA | WEST BENGAL | 700033 | +3.85% | ₹2.9 L+₹10,826 (3.85%) | L3 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹5,700
Closing Date
21 Sept 2026, 5:00 pmClosed
EE-X
28, P.A SHAH ROAD, KOL-33
MAINTENANCE OF ASPHALTUM ROAD NEAR 162,167,152, BL-G JNAN GOSWAMI SARANI ETC, NEW ALIPORE, IN WRAD-081, BR-X.
2026_KMC_1041564_1
EEC/081/001/2026-2027
Open Tender
CIVIL WORKS
Percentage
120 days
WARD-081
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹5,700
24 Sept 2026
10 Sept 2026
23 Sept 2026
10 Sept 2026
21 Sept 2026
10 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 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm. | 48.9 | SQM | 14.4 | ₹704.16 |
| 2 | BUILDING WORKS ( C ) BRICKWORKS, CONCRETE WORKS Etc. A. BRICK WORKS 1. Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. ( 3rd Corrigenda & addenda dated 04.06.2018) | 48.9 | SQM | 361 | ₹17,652.9 |
| 3 | 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) | 79.85 | SQM | 188.23 | ₹15,030.17 |
| 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). (ii) On Granular surfaces treated with primer. (Using Bitumen emulsion at the rate of 0.25 to 0.30 kg per sqm.) | 79.85 | SQM | 11.07 | ₹883.94 |
| 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). (i) On Bituminous Surface. (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.) | 1,467.75 | SQM | 10.18 | ₹14,941.7 |
| 6 | 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. (a) By manual means : (ii) From 50 mm to 100 mm thick. | 1,467.79 | SQM | 30.4 | ₹44,620.79 |
| 7 | Lowering manhole cover and frame with CBW (1:4), 250 mm thick up to 100mm DEPTH with 20mm thick sand and cement plaster including finishing with neat cement after cutting the asphaltum pavement and taking out and re-fixing the existing manhole cover and frame with cement concrete (1:1.5:3) with stone chips all round the frame surface including removal of surplus spoils. | 15 | EA | 1,723.15 | ₹25,847.25 |
| 8 | Raising cover and frame of Catch Pit with CBW (1:4), 250 mm thick up to 100mm high with 20mm thick sand and cement plaster (1:4) including finishing with neat cement after cutting the asphaltum pavement taking out and re-fixing the existing cover and frame with cement concrete (1:1.5:3) with stone chips all round the frame surface including removal of surplus spoils. ( Ref :Rate based on PWD Current SOR, PWD(R&B) 2018, p-233 (it -2.05), p-332(it-18.06), p-222 sl-5(a), p-332 (it -18.05)), pg-227, I-1.03, pg-230,Table-I , Table III-2 pg-226, PWD(B) 2017 , p-189 (it -1) and 3rd corria. & Adda., p-49&50, Date 04.06.2018, p-192 (it -15), p-26 (it -10(i)), consumption chart pg-B-60, sl-3 and Annex-II , Format-A & 3rd Corr. & adda. dtd-04.06.2018, p-303 , p-191 (i -6)and 3rd Corr. & Adda, page-52, p-303, p-269 (it -1) and 1st Corria & Adda, Page-4, Date 08.01.2018, page-12 (item -13)) | 19 | EA | 1,507.28 | ₹28,638.32 |
| 9 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. b) flat channel stone. | 115 | MTR | 8.17 | ₹939.55 |
| 10 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. a) vertical kerb stone. | 115 | MTR | 8.17 | ₹939.55 |
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