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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹4.8 L
EMD Value
₹10,000
Closing Date
12 Sept 2026, 2:00 pmClosed
D.G.(S_D)
5, S.N. BANERJEE ROAD Kolkata-700 013
RAISING and REPLACEMENT OF PIT COVERS AT SATYA DR ROAD AND GARDEN REACH ROAD AND DUMAYUN ANENUE IN WARD NO-80 UNDER BR-IX.
2026_KMC_1040193_1
S_D_IX_080_007_2026-27
Open Tender
CIVIL WORKS
Percentage
30 days
SATYA DR ROAD, GARDEN REACH ROAD, DUMAYUN AVN
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹10,000
14 Sept 2026
3 Sept 2026
14 Sept 2026
3 Sept 2026
12 Sept 2026
3 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 | BUILDING WORKS. (T)MISCELLANEOUS WORKS: A. SPECIAL
WORKS. III. EVENT MANAGEMENT : 1) Hire and labour charges for
75 mm dia bamboo railing on Jhau/Eucalyptus or other approved
timber posts 1.4 m above G.L. and 0.60 m below G. including tying
strongly with coir ropes and boring holes for posts in any soil/
concrete surface/Bituminious surface packing the sides etc including
cost of carriage of all materials and labour complete including cost of
restoration to the damages of the ground to its original condition as
per direction of Engineer in charge after removing the barricade.
(Cost of restoration would be paid separately.) (a) 75mm. dia bamboo
railing & 125mm. dia Jhau/Eucalyptus/other approved timber posts @
1.60m apart. (i) Railing with 4 rows. ( 1st Corrigenda & addenda
dated 08.01.2018) | - | METER | 95 | - |
| 2 | CHAPTER - VIII SUPPLYING OF MATERIALS HIRE CHARGES OF
MACHINERIES 8.29Hire charges for engaging Air Compressor
machine with minimum pressure capacity of 5.0 Kg/sq.cm
arrangement including all necessary equipments and operating staff,
carriage, fuel, Tools and plants all complete for cutting Road / hard
crust cutting with pneumatic hammer at desired point in water supply
works as per direction of EIC . a) With Pneumatic hammers For
minimum engagement of 8 hrs. In a day | - | Daily | 6,000 | - |
| 3 | BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES
ETC. 1. Dismantling all types of masonry excepting cement concrete
plain or reinforced, stacking serviceable materials at site and
removing rubbish as directed within a lead of 75 m. (a) In ground floor
including roof. | 0.4 | CUM | 447 | ₹178.8 |
| 4 | BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT
2. Earth work in excavation of foundation trenches or drains, in all
sorts of soil (including mixed soil but excluding laterite or sandstone)
including removing, spreading or stacking the spoils within a lead of
75 m. as directed. The item includes necessary trimming the sides of
trenches levelling, dressing and ramming the bottom, bailing out
water as required complete. (a) Depth of excavation not exceeding
1,500 mm. | 1 | CUBIC METER PERCENT | 119.27 | ₹119.26 |
| 5 | BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES
ETC 13. Removal of rubbish,earth etc. from the working site and
disposal of the same beyond the compound, in conformity with the
Municipal / Corporation Rules for such disposal, loading into truck
and cleaning the site in all respect as per direction of Engineer in
charge | 0.4 | CUM | 166 | ₹66.4 |
| 6 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc A. BRICK
WORKS 7. Brick work with 1st class bricks in cement mortar (1:4) (a)
In foundation and plinth. ( 3rd Corrigenda & addenda dated
04.06.2018) | 0.4 | CUM | 5,682 | ₹2,272.8 |
| 7 | SECTION 1. ------------BUILDING WORKS (I) PLASTERING,
POINTING ETC. A. ORIGINAL WORKS 1.Plaster (to wall, floor,
ceiling etc.) with sand and cement mortar including rounding off or
chamfering corners as directed and raking out joints including
throating, nosing and drip course, scaffolding/staging where
necessary (Ground floor).[Excluding cost of chipping over concrete
surface](ii) With 1:4 cement mortar (a) 20 mm thick plaster | - | SQM | 186 | - |
| 8 | SECTION 1. ------------BUILDING WORKS (I) PLASTERING,
POINTING ETC. A. ORIGINAL WORKS 15 Neat cement punning
about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement
0.152 cu.m per100 sq.m. | - | SQM | 34 | - |
| 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) (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: 560mm Weight: 245 kg (approx) | - | EACH | 4,034 | - |
| 10 | ORDINARY CEMENT CONCRETE ( MIX 1:1.5:3 ) 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) | - | CUM | 6,216 | - |
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