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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC 67 TOLLYGUNGE ROAD CALCUTTA 33 700033 | KOLKATA | WEST BENGAL | 700033 | L1 | Accepted-AOC l1 | |
| 2 | L2₹3.2 L+₹15,801.10 (5.20%)Rejected-Finance 141 MIDDLE ROAD CAL 75 700075 | KOLKATA | WEST BENGAL | 700075 | L2 | Rejected-Finance L2 | |
| 3 | L3₹3.2 L+₹17,928.17 (5.90%)Rejected-Finance 24B JYOTISH ROY ROAD KOLKATA 700053 | KOLKATA | WEST BENGAL | 700053 | L3 | Rejected-Finance L3 |
Tender Value
₹3.0 L
EMD Value
₹6,100
Closing Date
12 Dec 2025, 9:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EEC BR_VIII
172/5, R.B. AVE KOL-29
DEVELOPMENT OF I.P FOOTPATH AND PASSAGES AT 102,105 TOLLYGUNGE ROAD IN WD NO-88 UNDER KMC BR- VIII (APAS/01/160/61/0001)
2025_KMC_949076_1
KMC/EEC/VIII/88/49/25-26/APAS
Open Tender
CIVIL WORKS
Percentage
30 days
IN WARD NO 88
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹6,100
6 Mar 2026
22 Nov 2025
15 Dec 2025
22 Nov 2025
12 Dec 2025
22 Nov 2025
BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES ETC 6. Dismantling artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof.
BUILDING WORKS(P) SOLING, EDGING AND METALLING??(15)Labour for taking out old soling edging including removing debris. (a) Single flat soling
Labour for laying single brick flat soling including ramming and dressing bed to proper level and filling joints with powdered earth.
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)
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.
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. (SAIL/TATA/RINL)
Construction of special inspection chamber pit of size 900mm. X 600mm. (inside measurement) without shaft with 250mm. thick cement brick work (1:4) over150mm. thick jhama cement conc. (1:4:8) bed over a layer of brick flat soling including providing 150mm. thick R.C.C. slab with ordinary cement concrete (mix 1:1.5:3) with reinforcement as per standard drawing over the chamber, brick on edge flooring with ordinary cement concrete (mix 1:2:4) in the invert with 20mm. thick cement plaster (1:4) finished fine with 1.5 mm. thick neat cement in the inside walls and invert including supplying, fitting and fixing 450mm. dia. (15 M.T.) heavy duty R.C.P.C. cover and frame (15 M.T. load-bearing capacity) with ordinary cement concrete (mix 1:2:4) and C.I. steps (4 kg. each) including cutting hard crust, excavation, dewatering, back filling and removal of spoils but excluding shoring as per standard drawing .(depth of invert between 1.15m. to 1.80m. below G.L.) i) Average depth of invert 1.15 m. below G.L.
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