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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.9 LAdmitted-Finance | +0.00% | ₹2.9 L | L1 | Admitted-Finance |
| 2 | L2₹2.9 L+₹3,744.61 (1.30%)Admitted-Finance | +1.30% | ₹2.9 L+₹3,744.61 (1.30%) | L2 | Admitted-Finance |
| 3 | L3₹3.0 L+₹7,201.17 (2.50%)Admitted-Finance 8 2 4 8 NABIN CHAND BORAL LANE KOLKATA 700012 | KOLKATA | WEST BENGAL | 700012 | +2.50% | ₹3.0 L+₹7,201.17 (2.50%) | L3 | Admitted-Finance |
Tender Value
₹2.9 L
EMD Value
₹6,000
Closing Date
7 Aug 2026, 2:00 pmClosed
D.G.(S_D)
5, S.N. BANERJEE ROAD Kolkata-700 013
RAISING and REPLACEMENT OF MH COVERS AT BURDWAN ROAD, HOSSAIN SHAH ROAD, DEBI CHOWDHURY ROAD ETC. IN WARD NO 74 and 79 UNDER BR. IX
2026_KMC_1035542_1
S_D_IX_079_004_2026-27
Open Tender
CIVIL WORKS
Percentage
15 days
BURDWAN ROAD, HOSSAIN SHAH ROAD, DEBI CHOWDHURY RO
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹6,000
22 Aug 2026
31 Jul 2026
10 Aug 2026
31 Jul 2026
7 Aug 2026
31 Jul 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 | WORKS. III. EVENT MANAGEMENT : 2) Hire and labour charges for
100 mm dia bamboo railing on Jhau/Eucalyptus post 1.40 m above
G.L and 0.60 m below G.L tied strongly with bamboo railing with coir
rope, digging holes for posts in any sort of soil or concrete 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 to be paid
separately). (a) 100 mm. dia bamboo railing and 150 mm. dia.
Jhaubullah/Eucalyptus posts @ 1.80 m. apart. (i) Railing with 4 rows. | - | METER | 82 | - |
| 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. | - | CUM | 447 | - |
| 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 | CUBIC METER | 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) | - | CUBIC METER | 5,682 | - |
| 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 | 1 | SQUARE METER | 186 | ₹185.98 |
| 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. | 1 | SQUARE METER | 34 | ₹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) | 1 | CUBIC METER | 6,216 | ₹6,215.38 |
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