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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC | ₹3.0 L | L1 | Accepted-AOC 1ST LOWEST |
| 2 | L2₹3.0 L+₹2,993.22 (1.00%)Rejected-Finance VILL P O DAHARPA AURANGABAD II P S SUTI DIST MURSHIDABAD PIN 742201 | DAHARPA | MURSHIDABAD | WEST BENGAL | 742201 | ₹3.0 L+₹2,993.22 (1.00%) | L2 | Rejected-Finance FINANCIAL BID IS OPENED |
| 3 | L3₹3.1 L+₹12,721.17 (4.25%)Rejected-Finance | ₹3.1 L+₹12,721.17 (4.25%) | L3 | Rejected-Finance FINANCIAL BID IS OPENED |
Tender Value
₹3.0 L
EMD Value
₹6,000
Closing Date
4 Mar 2026, 12:00 pmClosed
EX ENG-IX
THE KOLKATA MUNICIPAL CORPORATION 11,BELVEDERE ROAD KOLKATA-700027
REPAIRING OF DAMAGED SEWER LINE ( DISTURBED BY WATER SUPPY DEPARTMENT ) ALONG RAMKAMAL STREET FROM 28/5, RAMKAL STREET TO JUNCTION OF HECHANDRA STREET IN WARD NO. 76
2026_KMC_1013632_1
KMC/IX/076/090/2025-2026
Open Tender
CIVIL WORKS
Percentage
30 days
BR-IX
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹6,000
9 Sept 2026
24 Feb 2026
6 Mar 2026
24 Feb 2026
4 Mar 2026
24 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 |
|---|---|---|---|---|---|
| 1 | SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL PIPE AND FITTINGS.(a) Original Works.(16.)Supplying, fitting and fixing with cement jointing (3:1) salt glazed stoneware pipe including excavation of earth upto 1.50 metre depth in all sorts of soil both mixed or unmixed and refilling (but excluding concreting at bottom and sides).(ii) 225 mm | 30.9 | MTR | 528 | ₹16,315.2 |
| 2 | SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL PIPE AND FITTINGS.(a) Original Works.(16.)Supplying, fitting and fixing with cement jointing (3:1) salt glazed stoneware pipe including excavation of earth upto 1.50 metre depth in all sorts of soil both mixed or unmixed and refilling (but excluding concreting at bottom and sides).(iii) 150 mm | 8.6 | MTR | 334 | ₹2,872.4 |
| 3 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. ( Ref :PWD (Bldg.)-2017, It. No. 1, Page No.14 & 3rd Corrigenda Addenda dtd-04.06.18,P-1) | 26.51 | SQM | 361 | ₹9,568.67 |
| 4 | 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 | 11.69 | M3 | 4,373 | ₹51,120.37 |
| 5 | SANITARY AND DRAINAGE WORKS (B)-(IV)INSPECTION PIT,SEPTIC TANK,SOAK PIT ETC. (a) Original Works 1.Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm(depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials.i) With Pakur variety (Other than SAIL/TATA/RINL). | 11 | EA | 7,149 | ₹78,639 |
| 6 | SANITARY AND DRAINAGE WORKS (B)-(IV)INSPECTION PIT,SEPTIC TANK,SOAK PIT ETC. (a) Original Works 1.Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm(depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials.iii) Extra for each additional depth of 150 mm or part thereof beyond initial 600 mm depth. | 36 | EA | 1,515 | ₹54,540 |
| 7 | SANITARY AND DRAINAGE WORKS (B)-(IV)INSPECTION PIT,SEPTIC TANK,SOAK PIT ETC.8.Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D) (viii) 5 MT load bearing capacity gully pit cover with frame and hinge arrangement for opening of size (viii) 5 MT load bearing capacity gully pit cover with frame and hinge arrangement for opening of size Cover: 470 mm X 420 mm X 80 mm Frame: 590 mm X 550 mm X 170 mm opening: 380mm x 305mm Weight: 100 kg (approx) | 4 | EA | 2,001 | ₹8,004 |
| 8 | (23)Supplying, fitting and fixing in positing reinforced cement polymer concrete manhole /gully pit cover with matching frame as per I.S. 12592 (m.D.) i) 35 mT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Cover : 700 mm. X 100 mm. Frame : 910 mm. X 185 mm. Opening : 560 mm. Weight : 245 Kg. (approx.) | 6 | EA | 4,034 | ₹24,204 |
| 9 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. a) vertical kerb stone. | 105 | MTR | 8.17 | ₹857.85 |
| 10 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. b) flat channel stone. | 105 | MTR | 8.17 | ₹857.85 |
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