Construction Of Boundary Wall And Truss Roofing Over The Amphitheatre At Food Craft Institute Nagrota , Jammu .

Tender Notice

28139183
Corrigendum : Construction Of Boundary Wall And Truss Roofing Over The Amphitheatre At Food Craft Institute Nagrota , Jammu .
Indian
Jammu And Kashmir
23-06-2021
24-06-2021
25-06-2021

Tender Details

Construction Of Boundary Wall And Truss Roofing Over The Amphitheatre At Food Craft Institute Nagrota , Jammu .

Corrigendum Details

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

Key Value

Document Fees
INR 6000 /-
EMD
Refer document
Tender Value
INR 2.87 Crore /-

BOQ Items

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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