Kolkata Metropolitan Development Authority Tender

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Kolkata Metropolitan Development Authority - KMDA Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date29 Jan 2024
Closing Date28 Feb 2024
Tender Amount₹ 2,93,75,200 
Notes
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Costs

Summary

15/se/c-iii/rb/kmda Of 2023-24 Dt.-22 /01/2024

Description

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BOQ Items

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Supplying Sal-bullah piles at work site, including dressing and making one end pointed (v) 200mm diameter

3920

1513120

386

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Supplying Sal-bullah piles at work site, including dressing and making one end pointed (v) 100mm diameter

200

19200

96

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Coal tarring on wooden surfaces including cost of materials (a) Double coat.

2526

90936

36

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Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. (v) 200mm diameter

3920

466480

119

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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

750

124500

166

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Walling or roofing fitted and fixed complete with cut drum sheets including the cost of drums, cost of cutting drums and flattening the sheets and cost of necessary nails and screws.

980

341040

348

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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge. I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. a) upto 3 m depth (ii) With pumping out water excluding shoring

1062

130626

123

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. "Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge. I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. a) 3 m to 6 m depth (ii) With pumping out water excluding shoring"

672

110208

164

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Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm toproper gradient and camber, inundating each layer bywater and packing and ramming layer by layer toachieve desired compaction, including lighting,guarding, barricading and making adequate earthenbundh where necessary curing with water as perdirection, mending cracks and depressions by ramming wherever necessary.

1500

2066940

1377.96

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Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work.

1000

369000

369

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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. a) Pakur Variety.

172

935841

5440.94

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Supplying ready mixed concrete of M 35 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 ontrolled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation 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] In ground floor and foundation. (ii) With approved concrete pump

553

4310458

7794.68

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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL

65.1

3920885

60228.66

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Supplying,fitting & fixing granite slab 15mm to 18mm thick in floor, lobby, stair, landing and treads etc. over 20mm (avg) thick base of cement morter (1:2) laid with white cement slurry @ 4.40Kg per Square meter before placing of granite and jointed with white cement slurry @ 2.0 Kg per square meter with necessary pigments and complete as per direction of Engineer-in-charge including cost of all materials, labours, curing and roughening of concrete surface complete. In ground floor (c) Area of each Granite slab above 1.00 Square meter.

286

864006

3021

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Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (a) Area of each tile upto 0.09 Sq.m (ii) Other than Coloured decorative including white

521

366784

704

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Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturer's specified time as per manufacturers specification. (0.4 Kg / m² of concrete surface).

55

16995

309

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Supplying, fitting and fixing Stainless Steel railing consist of 38mm dia and 900mm height vertical balustrade at every two alternative steps, 50mm dia top rail, 3 (three) nos 19mm dia horizontal Strainless steel pipe and base/cover plate with Strainless Steel GRADE 304 containing 7.5% nickle (Interior Grade) Brushed/Mat finish, complete as per direction of the Engineer-in-charge. Weight of Strainless Steel railing per metre 6.5 Kg (approx)

60

358440

5974

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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

783

151902

194

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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)10 mm thick plaster

276

36708

133

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Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (In Ground Floor) (b) Two Coats i) Water based interior grade Acrylic Primer

520

22984

4420

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Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) : (Two coats) ii) Luxury Quality

520

36400

70

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Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete. In ground floor.

24

81648

3402

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Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

55

14245

259

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Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight

42

840

20

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Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material. [Border concrete if necessary to be paid separately]. Note: Sub-grade CBR should not be less than 5. (a) Supplying & laying 25 mm thick Tiles of any shade of approved quality as per relevant IS code. IS: 1237-2012 laid in pattern as directed for foortpath, ramp,staircase of public building over 25 mm thick (Avg) Cement morter (1:3) and cement slurry @4.4 kg/sqm at back side of block.(Cement for Morter & slurry to be supplied by Department).In all respect i.e., with all labour and material. /Border concrete if necessary to be paid separately/. Note: Sub-grade CBR should not be less than 5. (ii) Coloured Decorative.

800

554400

693

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Granular Sub-base with Graded Material (Table:- 400-1) A. Plant Mix Method: Construction of granular sub-base by providing graded material, mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory power roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants and cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5 th revision). Grading II

693

1465071

2114.1

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Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

577

1304366

2260.6

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Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth.

28

159096

5682

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Dense Bituminous Macadam Providing and laying Dense Bituminous macadam with Hot Mix plant producing an average output of 75 tonnes per hour using coarse aggregate , fine aggregate , filler and bitumious binder as per design job Mix Formula conforming marshall Method as per specification , including screening , cleaning of chops and preparing a uniform and quality mix in Hot Mix Plant and ensuring a homogeneous mix , in which all particles of the mineral aggregates are coated uniformly, transporting the hot mix to work site, laying the mixed materials at specified lating control to the requied grade, level and alignment over prepard surface coated with tack coat, rolling with smooth wheeled, vibratory and tendem rollers for break down, intermadiate and finished rolling to achieve the desired density of at least 98% of that of laboratory Marshall specimen, hand packing and pinning to give an even surface including cost and carriage of bitumen, coarse and fine aggregates and filler matrials and hire charges of machinery and equipment for construction and quality control, fuels and lubricants and wages of operational staff complete as per Clause 505 of specifications for Road & Bridge Works Of MoRT&H (5th For Grading 2 (26.5 mm nominal size, 50-75 mm thick.)

249

1953138

7843.93

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Bituminous Concrete Providing and laying bituminous concrete with Hot Mix Plant using coarse aggregates, fine aggregates, filler materials and bituminous binder of required specification including screening, cleaning of chips and preparing a uniform and quality mix in Hot Mix Plant and ensuring a homogeneous mix, in which all particles of the mineral aggregates are coated uniformly, transporting the hot mix to work site, laying the mixed materials at specified laying temperature with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled, vibratory and tandem rollers for break down, inter-mediate and finished rolling to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, including cost and carriage of bitumen, coarse and fine aggregates and filler materials and hire charges of machinery and equipment for construction and quality control, fuels and lubricants and wages of operational staff complete as per Clause 507 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). A. For Grading 1 (19 mm nominal size, 50 mm thick.) (i) Using Batch Type HMP of minimum capacity 100-120 TPH.

125

1072141

8577.13

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Providing and fixing at or near ground level precast cement concrete in kerbs (size: 410 mm x 310 mm x width 150 mm at bottom with circular nosing at top) (Nano kerb) of cement concreat M25 Grade without reinforcement, fixing as per approved pattern and setting in position at site after preparing the bed grade and slopes by laying Cement concrete with jhama khoa (1:4:8) as per specification and direction of Engineer-in- Charge including filling of joints with 10 mm thick cement morter (3:1) and back filling the vertical piece properly with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete.

150

143250

955

... More
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

1165

420565

361

... More
Tack Coat providing and applying tack coat with Cationc Bitumen Emulsion of approved grade conforming to IS:8887 - 1978 on the prepard surface cleaned with Hydraulic broom , moistening the surface including cost and carriage of emulsion , hire charges of machinery and labour , cost of fuel and lubricants all complete as per clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i)on Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg par sqm)

7463

69928

9.37

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Prime Coat Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm)

2488

71977

28.93

... More
Supplying and laying of cement concrete channel (500 mm x 300 mm x 100 mm ) as per drawing design of ordinary grade cement concrete ( 1:1.5:3) with 1:3:6 concrete with jhama khoa foundation 150 mm thick having 50 mm projection beyond channel stone to correct line and level with cement mortar (1:4) including cement pointing (1:2) and repacking the trenches all complete as per direction of E.I.C.

150

76596

510.64

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Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1.

542

478044

882

... More
Providing and inserting nipples with approvedfixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/ removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy.

350

35700

102

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Hire and labour charges for stagging with salbullah for super structure of bridge (major and minor) including stripping off and removing clearing on completion of work as per design and drawing approved by the engineer - in -charge. (b) for bridges and culverts of clear span above 7m and upto 15m. (i) with driving of salbullah piling and taking out of the same after stripping off the staging.

600

119400

199

... More
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.

330

11220

34

... More
Supplying, fitting and fixing in position G.I. pipes of TATA make for underground works with all necessary accessories,specials viz.socket, bend, tee, union, cross, elbow, nipple, short piece etc.including cost of all materials,jointing materials ,cutting pipes,making threads,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I. pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.Payment for painting will be made seperately) (viii) 80 mm dia. medium quality

100

79800

798

... More
Supplying, fitting and fixing in position G.I. pipes of TATA make for underground works with all necessary accessories,specials viz.socket, bend, tee, union, cross, elbow, nipple, short piece etc.including cost of all materials,jointing materials ,cutting pipes,making threads,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I. pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.Payment for painting will be made seperately) B) Concealed work (c) 25 mm dia. medium quality

40

14560

364

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GST @ 18 % on Sl No 1 TO 45

1

4436596

4436596.79

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Cess @ 1 % On Sl No 1 o 46

1

290843

290843.57



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