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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC 361 PURBA FULBAGAN FULBAGAN ROAD 183 EAST PHOOLBAGAN PO BAGHAJATIN KOLKATA KOLKATA KOLKATA 700086 | KOLKATA | WEST BENGAL | 700086 | ₹5.0 L | L1 | Accepted-AOC Reason for AOC |
| 2 | L2₹5.2 L+₹16,648.27 (3.33%)Rejected-Finance 539 PURBA FULBAGAN FULBAGAN ROAD MAIL 102 3 PURBA PHOOL BAGAN ROAD KOLKATA 700086 | KOLKATA | WEST BENGAL | 700086 | ₹5.2 L+₹16,648.27 (3.33%) | L2 | Rejected-Finance REJECTED |
| 3 | L3₹5.2 L+₹19,497.97 (3.90%)Rejected-Finance | ₹5.2 L+₹19,497.97 (3.90%) | L3 | Rejected-Finance REJECTED |
Tender Value
₹5.0 L
EMD Value
₹10,000
Closing Date
16 Feb 2026, 12:00 pmClosed
DG/MKT
Office of the D.G. (MARKET DEPARTMENT) Kolkata Municipal Corporation 5, S. N BANERJEE ROAD Kolkata-700 013 West Bengal
RESTORATION OF DRAINAGE SYSTEM INSIDE GARIAHAT MPL MARKET.
2026_KMC_998785_1
KMC/MKT/GARIAHAT/03/2025-26 (1st call)
Open Tender
CIVIL WORKS
Percentage
30 days
GARIAHAT
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹10,000
11 Aug 2026
6 Feb 2026
18 Feb 2026
6 Feb 2026
16 Feb 2026
6 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 | BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES
ETC 2. Dismantling all types of plain cement concrete works, stacking
serviceable materials at site and removing rubbish as directed within
a lead of 75 m In ground floor including roof. (a) upto 150 mm. thick | - | M3 | 939 | - |
| 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 | - | METER | 334 | - |
| 3 | 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 | 1 | METER | 528 | ₹528 |
| 4 | 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) | - | SQM | 361 | - |
| 5 | 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. ( 3rd Corrigenda & addenda dated 04.06.2018) | 1 | M3 | 4,566 | ₹4,566 |
| 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.i) With Pakur variety.
(SAIL/TATA/RINL) | - | EACH | 7,303 | - |
| 7 | 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. | - | EACH | 1,515 | - |
| 8 | Constructing catch pit to a depth of 1.0m (Insid(e) with 250mm th. 1st
class Brick Work (1:4) in all sides over a layer of jhama brick soling &
100mm th. jhama cement concrete (1:4:8) including necessary earth
work, providing approved type C.I. Syphone (150mm dia) with topping
RCPC gully grid (5MT load bearing capacity) constructing invert with
brick -on-edge, including 20mm th. inside cement plaster (1:4)
finished with neat cement punning, at the top 100mm th. R.C.C. slab
(1:1.5:3) with stone chips including necessary reinforcement,
shuttering as per standard drawing and as directed by E-I-C
complete in all respect and removal of surplus earth with all costs of labour and materials. Inside measurement of catch pit, 600mm X
525mm | - | EACH | 12,175 | - |
| 9 | 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) (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: 470mmWeight: 90 kg (approx) | - | EACH | 2,582 | - |
| 10 | ORDINARY CEMENT CONCRETE ( MIX 1:2:4 ) WITH GRADED
STONE CHIPS ( 20 MM NOMINAL SIZE) EXCLUDING
SHUTTERING AND REINFORCEMENT, IF ANY, IN GROUND
FLOOR AS PER RELEVANT IS CODES (BASED ON PWD
SCHEDULE OF RATES, W.E.F. 01.11.2017 WITH CORRIGENDA
DT.04.06.2018) | - | M3 | 5,672 | - |
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