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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-AOC 8 BANAMALI NASKAR ROAD KOLKATA 700060 | KOLKATA | WEST BENGAL | 700060 | L1 | Accepted-AOC 1ST LOWEST | |
| 2 | L2₹2.0 L+₹1,998.55 (1.00%)Rejected-Finance 145 KARL MARX SARANI KOLKATA KOLKATA 700023 | KOLKATA | WEST BENGAL | 700023 | L2 | Rejected-Finance FINANCIAL BID IS OPENED | |
| 3 | L3₹2.1 L+₹5,995.66 (3.00%)Rejected-Finance 5 PURBA PUTIARY RAMKANTAPUR UDAYCHAL NATUNPALLY KOL 7000104 | 7000104 | L3 | Rejected-Finance FINANCIAL BID IS OPENED |
Tender Value
₹2.0 L
EMD Value
₹4,000
Closing Date
16 Jan 2026, 12:00 pmClosed
EXE.ENG-IX
THE KOLKATA MUNICIPAL CORPORATION 11,BELVEDERE ROAD KOLKATA-700027
IMPROVEMENT OF UTTARAN SEWER LINE AT 3/2/H/6,B.K ROAD ETC IN WARD NO-77
2025_KMC_980467_7
KMC/IX/077/2025-2026
Open Tender
CIVIL WORKS
Percentage
30 days
BR-IX
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹4,000
9 Mar 2026
2 Jan 2026
19 Jan 2026
2 Jan 2026
16 Jan 2026
2 Jan 2026
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
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
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
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
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)
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.
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).
35mm thick Cement Concrete Pavement (1:2:4) in floor/footpath etc. with graded stone chips 11.2mm down,properly leveled with 3mm thick screen on top by cement slurry [email protected] cement per Sqm. Rounding off corners, chequering as required including taking necessary protective measure complete in Gr.floor/footpath.
(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.)vi) 5 mT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Cover : 565 mm. X 65 mm. Frame : 665 mm. X 125 mm. Opening : 470 mm. Weight : 90 Kg. (approx.)
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