Kolkata Municipal Corporation Tender

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Kolkata Municipal Corporation - KMC Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date24 Jan 2025
Closing Date12 Feb 2025
Tender Amount₹ 14,99,462 
Notes
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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)

457.25

361

165067.25

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BUILDING WORKS ( C ) Brickworks,Concrete Works etc A. BRICK WORKS 2. Labour for laying single brick flat soling including ramming and dressing bed to proper level and filling joints with powdered earth.

669.52

40

26780.8

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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

3.41

4373

14911.93

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Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. Note:- Add cost at site of the materials to arrive at the complete rate. The compaction factor for dry, clean sand may be taken as 0.835. (The payment is to be made on the basis of finished compacted volume). (b) For Medium Sand

55.79

1275

71148.43

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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)

3

2001

6003

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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) (iv) 15 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Cover: 460 mm X 75 mm Frame: 620 mm X 150 mm opening: 360mm Weight: 100 kg (approx)

4

2536

10144

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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)

3

2582

7746

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23.Construction of Catch pit 600mmX525mm. (inside measurement) and depth of invert 1000mm. below G.L. with 250mm. thick cement brick work (1:4) over 100mm. thick jhama cement concrete (1:4:8) bed over a layer of brick flat soling including providing 100mm. thick R.C.C. slab with ordinary cement concrete (mix 1:1.5:3) with reinforcement as per standard drawing, brickon- edge flooring with 20 mm. thick cement plaster (1:4) finished fine with 1.5 mm. thick neat cement in the inside walls and invert including supplying and fixing R.C.P.C. gully grid (5 M.T.load bearing capacity) and 150 mm. dia. C.I. Syphone including cutting hard crust, excavation, dewatering, back filling and removal of spoils as per standard drawing

5

12175

60875

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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.

1

18392

18392

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Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed.  (a) By manual means :  (iii) Above 100 mm thick.

99.98

45

4519.1

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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.

1015.91

50

50795.5

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Earthwork in cutting to form road section in correct profile including removal of spoils not exceeding initial lead of 50m and initial lift of 1.5m (Mode of measurement: pre works and post works) (i) In ordinary soil

128.37

79

10256.76

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SUPPLYING READY MIXED CONCRETE OF M 20 GRADE WITH WELL GRADED STONE CHIPS OF 20 MM NOMINAL SIZE CONTAINING DESIGNED QUANTITY OF CEMENT PER CU.M OF WET CONCRETE PRODUCED IN COMPUTERISED BATCHING PLANT UNDER CONTROLLED LIFTING 12 TO 21 OF SUBHEAD B WITH APPROVED CONCRETE PUMP @ RS 20/- PER CU.M PER FLOOR.] FOR FOUNDATION AND GROUND FLOORAGITATION IN TRANSIT MIXER TO WORK SITE DEPOSITING THE MIX ON A PLATFORM ERECTED FOR THE PURPOSE AT REQUIRED LEVELS OF CONCRETING AND THEN PLACING THE MIX IN ITS FINAL LOCATION OF FORM WORK, COMPACTING AND CURING THE SAME COMPLETE AS PER SPECIFICATION & DIRECTION OF THE ENGINEER-IN-CHARGE INCLUDING COMPUTERISED BATCHING PLANT TRANSIT MIXER WITH ALL ACCESSORIES VIBRATORS ETC. INCLUSIVE OF ALL OTHER INCIDENTAL CHARGES IN THIS CONNECTION COMPLETE BUT EXCLUDING COST OF HIRE CHARGE OF PLATFORM AND ITS SUPPORTING STAGING WHICH WOULD BE PAID THROUGH SEPARATE ITEM. [CEMENT TO BE SUPPLIED BY THE MANUFACTURER/ SUPPLIER] INCHARGE FOR ITEMS OF 12 TO 21 OF SUBHEAD B WITHOUT APPROVED ONCRETE PUMP AS PER ITEM 23 OF SUBHEAD B. 2. LIFTING CHARGE FOR ITEMS OFGROUND FLOOR AND FOUNDATION.(II) WITH APPROVED CONCRETE PUMP [NOTE: 1.CONDITION USING APPROVED SUPER PLASTISIZER, DESIGNINGCONCRETE MIX FOLLOWING I.S. 10262 AND I.S. 456, TRANSPORTING THE MIX WITH

111.58

7103

792624.15

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Sub Total

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GST 18%

1

226466

226466.84

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CESS 1%

1

14846

14846.16



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