Kolkata Metropolitan Development Authority Tender
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Kolkata Metropolitan Development Authority - KMDA Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date29 Jan 2024
Closing Date28 Feb 2024
Tender Amount₹ 2,93,75,200
Costs
EMD
₹ 5,87,504Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
15/se/c-iii/rb/kmda Of 2023-24 Dt.-22 /01/2024
Description
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Contact
Tender Id
2024_KMDA_652077_1Bid Award Id
ViewTender No
15/SE/C-III/RB/KMDA of 2023-24 Dt.-22 /01/2024Tender Authority
Kolkata Metropolitan Development Authority ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
Supplying Sal-bullah piles at work site, including
dressing and making one end pointed (v) 200mm diameter
3920
1513120
386
Supplying Sal-bullah piles at work site, including
dressing and making one end pointed (v) 100mm diameter
200
19200
96
Coal tarring on wooden surfaces including cost of materials (a) Double coat.
2526
90936
36
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
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
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
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
. "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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
55
14245
259
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
42
840
20
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
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
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
Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth.
28
159096
5682
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
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
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
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
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
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
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
Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1.
542
478044
882
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
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
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
330
11220
34
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
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
GST @ 18 % on Sl No 1 TO 45
1
4436596
4436596.79
Cess @ 1 % On Sl No 1 o 46
1
290843
290843.57
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