Public Works Department-PWD has published Construction Of Boundary Wall And Truss Roofing Over The Amphitheatre At Food Craft Institute Nagrota , Jammu . . Submission Date for this Tender is 24-06-2021. Wall construction Tenders in Jammu Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 12-Jun-2021 | Terms and Conditions Similar Nature works | Other | 24-06-2021 |
| 2 | 23-Jun-2021 | Terms and Conditions | Other | 24-06-2021 |
| Name of Work:- Construction of Boundary Wall and Truss Roofing over the Amphitheatre at Food Craft Institute Nagrota, Jammu. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : | 2079 | Cum | |
| 2 | 2 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:All kinds of soil : | 143.52 | Cum | |
| 3 | 3 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. | 7.35 | Cum | |
| 4 | 4 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge:1:3:6 or richer mix (i/c equivalent design mix). | 1.92 | Cum | |
| 5 | 5 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 370.75 | Cum | |
| 6 | 6 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 565.39 | Cum | |
| 7 | 7 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 42.3 | Cum | |
| 8 | 8 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 147.36 | Cum | |
| 9 | 9 | 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. | 80246.2 | Kg | |
| 10 | 10 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 120.12 | Cum | |
| 11 | 11 | Centering and shuttering including strutting, propping etc. and removal of form work for: | |||
| 12 | 11.01 | Foundations, footings, bases for columns | 463.2 | Sqm | |
| 13 | 11.02 | Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. | 2970.8 | Sqm | |
| 14 | 11.03 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. | 117 | Sqm | |
| 15 | 11.04 | Suspended floors, roofs, landings, balconies and access platforms. | 165 | Sqm | |
| 16 | 12 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. | 1733.92 | Kg | |
| 17 | 13 | Providing and fixing G.I. chain link fabric fencing of required width in\nmesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. | 187.2 | Sqm | |
| 18 | 14 | Steel 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 welded type tubes | 24262.9 | Kg | |
| 19 | 15 | Hand-packing stones filling in wire-crates; including cost of crates and stones etc. Complete. (Crate size 6.00mtr x 1.20mtr x 1.20mtr) | 100 | Nos | |
| 20 | 16 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Mud Mortar | 42.02 | Cum | |
| 21 | 17 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level | 42.02 | Cum | |
| 22 | 18 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 6 ( 1 cement : 6 fine sand) | 307.5 | Sqm | |
| 23 | 19 | 12mm Cement plaster of mix:1 : 6 ( 1 cement : 6 coarse sand) | 376.5 | Sqm | |
| 24 | 20 | Providing and applying white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2 mm thick | 863.7 | Sqm | |
| 25 | 21 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having\nVOC content less than 50 grams/liter | 863.7 | Sqm | |
| 26 | 22 | P/A exterior paint of Nerolac excel over wall surface. | 863.7 | Sqm | |
| 27 | 23 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work. | 288 | Sqm | |
| 28 | 24 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 72 | Cum | |
| 29 | 25 | Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 meters (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per meter cost of total length of barbed wire used.With G.I. barbed wire | 2170 | Rmt | |
| 30 | 26 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 2012 | Cum | |
| 31 | 27 | Providing, laying watering and compacting in layers not exceeding 200mm thick with 80-100 KN road roller, River Bed Material free of organic material mixed with coarse aggregate / Round nallah shingle maximum aggregate size 75mm including carriage from source of supply to site of work inclusive of all leads and lifts complete. | 1528 | Cum | |
| 32 | 28 | Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.80 mm thick with zinc coating not less than 275 gram/m2 | 496.8 | Sqm | |
| 33 | 29 | Providing/Fixing Fiber Sheet fixed with J or L look, both & nuts including overlapping. | 124.2 | Sqm | |
| 34 | 30 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge. | 336 | Sqm | |
| 35 | 31 | Providing/Fixing alphabets of 304 grade fixed with nuts bolts ad faster wheather required. | 69 | Sft | |
| 36 | 32 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75 mm deep chase. | 58 | Rmt | |
| 37 | 33 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven storey height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffoldings for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. | 898.64 | Sqm | |
| 38 | 34 | Kota stone slab flooring 25 mm thick over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing, polishing and curing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand) : | 165 | sqm | |
| 39 | 35 | Providing and fixing aluminum 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, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.) | |||
| 40 | 35.01 | Powder coated aluminum (minimum thickness of powder coated 50 microns) For fixed portion | 140.8 | Kg | |
| 41 | 35.02 | Powder coated aluminum (minimum thickness of powder coated 50 microns)For fixed portion | 227.04 | Kg | |
| 42 | 36 | Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineerin- charge. (Cost of aluminum snap beading shall be paid in basic item.)With float glass panes of 5.0 mm thickness (weight not less than 12.50 kg / sqm) | 11.15 | Sqm | |
| 43 | 37 | Carriage of material by MT including loading /Unloading and stacking at site completed.:- | |||
| 44 | 37.01 | Sand/Stone aggregate Below 40mm size av. 20.00 kms | 1800.15 | Cum | |
| 45 | 37.02 | Stone for an avg. lead of 20.00 kms | 864 | Cum |
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