Public Works Department-PWD has published Indoor Sports Kanakalapeta Development Of Multi Purpose Indoor Sports Facilities In Rural Areas Of U . T . Of Puducherry , Karaikal , Mahe , Yanam Regions . Sub Work Construction Of Multipurpose Indoor Sports Facilities At Skvprn High School , Kanak. Submission Date for this Tender is 19-09-2019. Sports Complex Tenders in Yanam Andhra Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: Development of multi purpose indoor sports facilities in Rural areas of U.T. of Puducherry(Puducherry, Karaikal, ,Mahe, Yanam regions) Sub Work: Construction of of Multi purpose Indoor sports facilities at SKVPRN High school Kanakalapeta village in Yanam region. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | CODE NO. 2.8.1\nEarth work in excavation by mechanical means (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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. all kinds of soil. | BI01010001010000000000000515BI0100001113 | 660 | Cum |
| 2 | 2 | CODE NO. 2.26.1\nExtra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil. | 275 | Cum | |
| 3 | 3 | CODE NO. 2.25\nFilling available excavated earth (excluding rock) in tranches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. | 461 | Cum | |
| 4 | 4 | CODE NO. 2.27\nSupplying and filling in plinth with sand under floors including, watering, ramming consolidating and dressing complete. | 414 | Cum | |
| 5 | 5 | CODE NO. 4.1.10\nProviding and laying in position cement concrete of specified grade excluding thecost of centering and shuttering.- All work upto plinth level -1:5:10 (1 cement:5coarse sand : 10 graded stone aggregate 40mm nominal size) | 126 | Cum | |
| 6 | 6 | CODE NO. 5.33.1\nProviding and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge All works upto plinth level. | 138 | Cum | |
| 7 | 7 | CODE NO. 5.33.2\nProviding and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge All works above plinth level upto floor V level. | 119 | Cum | |
| 8 | 8 | CODE NO. 5.8\nReinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand(zone-III) : 3 graded stone aggregate 20mm nominal size. | 7 | Cum | |
| 9 | 9 | CODE NO. 5.35\n Add for using extra cement in the items of design mix over and above the specified cement content therein. | 256 | Qunitals | |
| 10 | 10 | CODE NO. 5.9.1\nCentring and shuttering including strutting, propping etc.and removal of form for:Foundations , footings, bases of columns ,etc. for mass concrete.- Using steel sheet with M.S.frames. | 450 | Sqm | |
| 11 | 11 | CODE NO. 5.9.2\nCentring and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.- Using steel sheet with M.S.frames. | 109 | Sqm | |
| 12 | 12 | CODE NO. 5.9.3\nCentring and shuttering including strutting, propping etc. and removal of form for : suspended floors, roofs, landings , balconies and access platform - Using steel sheet with M.S.frames. | 152 | Sqm | |
| 13 | 13 | CODE NO. 5.9.5\nCentring and shuttering including strutting, propping etc. and removal of form for: lintels, beams, plinth beams, girders, bressumers and cantilevers.- Using steel sheet with M.S.frames. | 285 | Sqm | |
| 14 | 14 | CODE NO. 5.9.6\nCentring and shuttering including strutting, propping etc. and removal of form for: columns, pillars,piers, abutments, postsand struts.- Using steel sheet with M.S.frames. | 512 | Sqm | |
| 15 | 15 | CODE NO. 5.22.6\n Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more . | 25800 | Kgs. | |
| 16 | 16 | CODE NO. 6.1.2\nBrick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | 17 | Cum | |
| 17 | 17 | CODE NO. 6.1.1\nBrick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | 13 | Cum | |
| 18 | 18 | CODE NO. 6.4.2\nBrick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) | 244 | Cum | |
| 19 | 19 | CODE NO.9.48.2\nProviding and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc | 1325 | Kgs. | |
| 20 | 20 | NON DSR ITEM\nProviding and fixing of 65mm Godrej Navtal lock of 6 levers etc complete. | 6 | Nos. | |
| 21 | 21 | CODE NO.10.6.2\nSupplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters 80x1.20 mm M.S. laths with 1.20 mm thick top cover . | 41 | Sqm | |
| 22 | 22 | CODE NO.10.7\nProviding and fixing ball bearing for rolling shutters. | 8 | Nos. | |
| 23 | 23 | CODE NO.10.16.2\nSteel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete Hot finished seamless type tubes. | 15800 | Kgs. | |
| 24 | 24 | CODE NO.11.5\n62mm thick cement concrete flooring with concrete hardener topping under layer 50mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume. Hardening compound is mixed @ 2 litre per 50kg of cement or as per manufactures specifications. This includes cost of cement slurry but excluding the cost of nosing of steps etc. complete. | 846 | Sqm | |
| 25 | 25 | CODE NO.12.51.1\nProviding and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete Ridges plain (500 - 600mm) | 37 | Mts. | |
| 26 | 26 | NON DSR ITEM \nProviding and fixing colour coated galvalume sheet of 550 M.P.A yield of AZ 150 strength formed as per patterned steel rib profile with the depth of 31mm pitch of 250mm and overall width of 1060mm and thickness 0.5mm with required J or C hook bolts and nuts 8mm dia G.S. paint and working etc., complete excluding the cost of purlin, rafter and truss, etc. | 923 | Sqm | |
| 27 | 27 | CODE NO.12.41.2\nProviding and fixing on wall face unplasticised rigid PVC rain water pipes conforming to IS : 13592 type A including jointing with seal ring conforming to IS : 5382 leaving 10mm gap for thermal expansion, (i) single socketed pipes. 110mm diameter. | 50 | Mts. | |
| 28 | 28 | CODE NO.13.1.2\n12mm cement plaster of mix :Cement mortar 1:6 (1 cement : 6 fine sand). | 1081 | Sqm | |
| 29 | 29 | CODE NO.13.2.2\n15mm cement plaster on the rough side of single or half brick wall of mix cement mortar 1:6 (1 cement : 6 fine and) | 945 | Sqm | |
| 30 | 30 | CODE NO.13.16.1\n6mm cement plaster of mix 1:3 (1 cement : 3 fine sand). | 850 | Sqm | |
| 31 | 31 | CODE NO.13.9.2\nCement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster | 37 | Sqm | |
| 32 | 32 | CODE NO.13.46.1\n Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | 2876 | Sqm | |
| 33 | 33 | CODE NO.13.52.1\nFinishing with epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer specifications including appropriate priming coat, preparation of surface, etc. complete - On Steel work. | 710 | Sqm | |
| 34 | 34 | CODE NO.13.61.1\nPainting with synthetic enamel paint of approved brand and manufacture to give an even shade - Two or more coats on new work. | 142 | Sqm | |
| 35 | 35 | CODE NO.21.1.1.2\nProviding and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) Powder coated aluminium (minimum\nthickness of powder coating 50 micron) | 481 | Kgs. | |
| 36 | 36 | CODE NO.21.1.2.2\nFor shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron) | 481 | Kgs. | |
| 37 | 37 | CODE NO.21.3.1\nProviding and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge .(Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness (weight not less than 10 kg/ sqm) | 12 | Sqm | |
| 38 | 38 | CODE NO.21.3.2\nProviding and fixing glazing in aluminimum door, window, ventilator shutters and partitions etc., with PVC / neoprene gasket etc., complete as per the architectural drawings. (cost of aluminimum snap beading shall be paid in basic item) : With float glass panes of 5mm thickness. (Weight not less than 12.50 Kg/sqm) | 53 | Sqm | |
| 39 | 39 | NON DSR ITEM\nMaking cornices to an average size ( 35 cm width and 35 cm projection) using brick bats / achukkal with cement mortar 1;2 as per detailed drawing (refer detail A) and trowel finish in two layers at an average thickness of 25mm with c.m. 1:4 (one cement : 4 fine sand) and slightly rounded edges, in decorative elements like moulding, cornice, etc complete. The rates inclusive of all materials labours scaffolding etc., complete as directed by the Engineer-in-charge. | 144 | Rm | |
| 40 | 40 | NON DSR ITEM\nMaking brick band with achukkal by cement mortar 1:2 (1 cement : 2 sand) at an average size of 17cm wide and 5cm thick) plaster as above with cement mortar 1:4in trowel finish as per design and drawing at all heights. The rates are inclusive of all scaffolding, materials, labour scaffolding etc., complete as directed by Engineer-in-charge. | 148 | Rm | |
| 41 | 41 | NON DSR ITEM\nMaking of horizontal pilasters with cement mortar 1:2 (1 cement : 2 sand) at an average size of (35cm wide and 5cm thick) plaster as above with cement mortar 1 :4 at an average thickness of 25mm, in trowel finish as per design and drawing at all heights. The rates are inclusive of all materials, labours, scaffolding etc., complete as directed by Engineer-in-charge. | 144 | Rm |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
