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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+₹7,557.25 (2.53%)Admitted-Finance 294 NEW SANTOSHPUR MAIL 38 4 NEW SANTOSHPUR 1ST LANE KOLKATA 700075 | KOLKATA | WEST BENGAL | 700075 | +2.53% | ₹3.1 L+₹7,557.25 (2.53%) | L2 | Admitted-Finance |
| 3 | L3₹3.1 L+₹14,188.52 (4.75%)Admitted-Finance | +4.75% | ₹3.1 L+₹14,188.52 (4.75%) | L3 | Admitted-Finance |
Tender Value
₹3.0 L
EMD Value
₹6,000
Closing Date
12 Sept 2026, 1:00 pmClosed
OFFICE OF EE(CIVIL)
THE KOLKATA MUNICIPAL CORPORATION 97 AND 98 GARFA MAIN ROAD
MAINTENANCE OF ROADS AT DIFFERENT PLACES OF CENTRAL PARK ROAD, SWAMI VIVEKANANDA ROAD ETC. IN WARD 102,BR-XII.
2026_KMC_1040152_2
KMC/EE(C)/BR-XII/26-27
Open Tender
CIVIL WORKS
Percentage
180 days
BOROUGH XII
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹6,000
17 Sept 2026
1 Sept 2026
14 Sept 2026
1 Sept 2026
12 Sept 2026
1 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 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. a) vertical kerb stone. ( Ref :Rate based on PWD Current SOR. [PWD(B)2017,p-303]) | - | MTR | 1 | - |
| 2 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. a) vertical kerb stone. ( Ref :Rate based on PWD Current SOR. [PWD(B)2017,p-303]) | - | MTR | 1 | - |
| 3 | Resetting of Stone Slabs of kerb & channel of road side drain to correct line and level including cement pointing (1:2). a) Vertical Kerb ( Ref :Rate based on PWD Current SOR. [PWD(B) 2017, p-303 & 3rd corri. Addea dtd-04.06.2018. P-52 ]) | - | MTR | 1 | - |
| 4 | Resetting of Stone Slabs of kerb & channel of road side drain to correct line and level including cement pointing (1:2). a) Vertical Kerb ( Ref :Rate based on PWD Current SOR. [PWD(B) 2017, p-303 & 3rd corri. Addea dtd-04.06.2018. P-52 ]) | - | MTR | - | - |
| 5 | Supplying and laying factory made vertical kerb stone of cement concrete M-20 (1:1.5:3) machanicaly vibrated size 500mm X 300mm X 150mm tapered at top, making joints with cement mortar (1:4) incldg cost of all materials and labours but excluding the cost of under bed (for road-diveder / footpath) ( Ref :Rate based on PWD Current SOR [PWD(B) 2017, 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, PWD-2018(R & B) p-332 (it -18.05)), Chapter-1, pg-227 I-1.03, pg-230,Table-I , Table III-2 pg-226, ) | - | EA | - | - |
| 6 | Supplying and laying factory made flat channel stone of cement concrete M-20 (1:1.5:3) machanicaly vibrated; size 500mm X 300mm X 100 mm; making joints with cement mortar (1:4) incldg cost of all materials and labours but excluding the cost of under bed (for road-diveder) ( Ref :Rate based on PWD Current SOR [PWD(B) 2017, 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, PWD-2018(R & B) p-332 (it -18.05)), Chapter-1, pg-227 I-1.03, pg-230,Table-I , Table III-2 pg-226, ) | - | EA | 1 | - |
| 7 | Earthwork in cutting to form road section in correct profile including removal of spoil not exceeding initial lead of 50m and initial lift of 1.5m (Mode of measurement: pre works and post work | - | M3 | - | - |
| 8 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc B. CONCRETE WORKS 1. Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation (b) 1:4:8 proportion | - | M3 | - | - |
| 9 | 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. | 1 | SQM | - | - |
| 10 | 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) ( Ref :PWD (Rds & Brdgs)-2018, It. No. 4.10(i) Page No.247 & page-222 sl. No- 1 & 5 (e)) | - | M3 | 1 | - |
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