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Tender For Development And Construction Of Car Parking Facility Near Ins Kohassa At Shibpur Under Sd-I, Cd, Apwd, Diglipur, Diglipur-Andaman And Nicobar Islands

Andaman Public Works Dept-APWD has published Tender For Development And Construction Of Car Parking Facility Near Ins Kohassa At Shibpur Under Sd-I, Cd, Apwd, Diglipur. Submission Date for this Tender is 26-04-2024. Parking Services Tenders in Diglipur Andaman And Nicobar Islands. Bidders can get complete Tender details and download the document.




Tender Notice

43171192
Tender For Development And Construction Of Car Parking Facility Near Ins Kohassa At Shibpur Under Sd-I, Cd, Apwd, Diglipur
Open Tender
Indian
Andaman And Nicobar Islands
Diglipur
26-04-2024

Tender Details

Tender For Development And Construction Of Car Parking Facility Near Ins Kohassa At Shibpur Under Sd-I, Cd, Apwd, Diglipur

Key Value

Document Fees
Refer document
EMD
INR 143139.0 /-
Tender Value
INR 71.56 Lakhs /-

BOQ Items

Name of work: Development and construction of Car Parking facility near INS Kohassa at Shibpur under SD-I, CD, APWD, Diglipur.
Sl. No. Item Description
1Earth work in excavation by mechanicalmeans (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2All kinds of soil.
3Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
4Providingandlayinginpositioncementconcreteof specified grade excluding the cost of centering and shuttering - All work up to plinth level :
51:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
61:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
7Extra for addition of synthetic Polyester triangular fibre of length 12mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40incementconcreteACC/Flooring/waterretaining structures by using 125gms of synthetic Polyester triangular fibre for 50 Kg cement used as per directions of Engineer-in-Charge,
8Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
91:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
10Reinforcedcement concreteworkinwalls(any thickness), includingattachedpilasters,buttresses,plinthandstring courses, fllets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:
111:1.5:3 (1cement :1.5 coarsesand(zone-III)derivedfrom natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
12Providing and laying reinforced cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1cement :1.5coarsesand(zone-III)derived fromnatural sources :3gradedstoneaggregate 20mmnominalsize derived from natural sources).
13Centering and shuttering including strutting, propping etc. and removal of form for
14Foundations, footings, bases of columns, etc. for mass concrete.
15Columns, Pillars, Piers, Abutments, Posts and Struts
16Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
17Suspended floors, roofs, landings, balconies and access platform
18Lintels, beams, plinth beams, girders, bressumers and cantilevers
19Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
20Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
21G.I. pipes
2212 mm cement plaster of mix :
231:4 (1 cement: 4 fine sand)
24Finishing walls with Acrylic Smooth exterior paint of required shade .
25New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm
26Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
27Two or more coats on new work
28Excavating, Supply & filling with good earthin trenches or embankment in layers (each layer not exceed 20 cm), with compacted thickness 20 cm including compacting each layer by rolling/ramming with 8 to 10 tonnes roller and watering, all complete as per the drawing and direction of Engineer-in-charge including carriage with mechanical transport, loading unloading, royalty charges etc. all complete for an average lead of 8 km.
29Extra for providing and mixing hardening compound of approved quality as per manufacturer"s specification in cement concrete.
30Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints  in roads / pavements all complete as per direction of the Engineer-in-Charge.
31Using grade "A" sealing compound conforming to IS: 1834.
32Fillingavailableexcavatedearth (excludingrock)intrenches,plinth.sidesof foundationsetc.inlayersnotexceeding 20cmindepth,consolidatingeach deposited layer by ramming and watering, lead up to 50 m and for all lift
33Centering and shuttering including strutting, propping etc. and removal of form work for:
34Foundations, footings, bases for columns
35Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
36Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
37Thermo-Mechanically Treated bars of grade Fe-500D or more.
38Providing and fixing PVC weep hole cutting placing in posistion as per directed by Engineer-in-charge.
39PVC Pipe 80mm dia
40Reinforced cement concrete work in beams, suspended foors, roofshavingslopeupto 15°landings,balconies,shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
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