Construction of Mini Stadium at Gossaigaon in Chirang District, BTC, Assam under Infrastructure Development Projects for the financial year 2025-26. TN_100_06

(A) Construction of Stadium Civil Work: Earth 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. 2.8.1 All kinds of soil

Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 Cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more

Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete

5.9.3 Suspended floors, roofs, landings, balconies and access platform

Shelves (Cast In situ)

Lentils, beams, plinth beams, girders, bressumers and cantilevers

Coloumn, pillars, piers, abutments, posts and Struts

5.9.7 Stairs, (excluding landings) except spiral-staircases

Providing 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 : 5.1.2 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)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 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)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 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).

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Half brick masonry 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. Cement mortar 1:3 (1 cement :4 coarse sand)

Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints metre and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fied to the frame complete as per manufacturer's specification and direction of Engineer in-charge 9.117.2 Extruded section profile size 42X50 mm metre 280.70

Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6mm thick clear floats glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifiations, drawings and direction of Engineer-in-charge complete

62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm 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, hardeneing compound mixed @ 2 ltr per 50 kg of cement or as per manufacture's specification. This include cost of cement slurry, but excluding the cost of nosing of steps etc. complete

15 mm cement plaster on the rough side of single or half brick wall of mix: 1:4 (1 cement: 4 fine sand)

Cement plaster skirting upto 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18mm thick

Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement stoppers, handles, including applying a priming coat of approved steel primer.

Glazed vitrified tiles Matt/Antiskid finish of size Size of tiles 600 x 600 mm

Steel work in built up tubular (round square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting fixing, in position in applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete Hot finished welded type tubes

Providing and fixing at all heights, levels and locations colour finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 confirming to IS 737 and dimensions as per IS code 2676 with characterstics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling /tapping stainless steel screws M6, 50 mm long with 3 EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-in-charge. (Cost of truss/frame work shall be separately) 12.65.1 0.56 mm aluminium color coated troughed profile with centre to centre pitch of 200 mm, depth of 32 mm, overall profile width 1092mm, cover width 1000mm sqm 1058.6

Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness, Alloy 31500 (IS designation ) [Aluminium alloy (AA) 3004 (ISO Designation)] for colour, coating shall be 5-77 microns epoxy primer on both sides of the sheet and polyster top coat 15-18 microns, using self drilling/ tapping SS screws of size 6x50 mm with 3 mm thick EPDM seal and SS plain washer complete : 12.66.1 Precoated/mill finish aluminium ridges plain (500-600 mm) metre 969.50

Sanitary Works Providing and fixing on wall face unplasticised Rigid PVC rain water pipes confirming to IS :13592 type A, including jointing with seal ring confirming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes && fitiings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. 18.8.2 20 mm nominal dia pipes

18.8.3 25 mm nominal outer dia pipes

Providing and fixing chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain and brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Enginner in Charge 18.9.5 40 mm nominal dia pipes

18.15 Providing and fixing brass bib cock of approved quality: 18.15.2 20 mm nominal bore

Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid seperately)

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, includidng painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.1 White Viterous China Wash basin size 630x450mm with a pair of 15 mm C.P. brass pillar taps

Providing and fixing water closet squatting pan ( Indian type W.C. Pan) with 100 mm sand cast iron P or S trap, 10 ltr low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 17.1.1 White Viterous China Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests

Providing and fixing white viterous China pedastal type water closet (European type) with seat and lid, 10 ltr low level white viterous China flushing cistern & C.P. flush bend with fittings &C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid

Providing and fixing white viterous China flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standards flush pipe and C.P. brass spreaders with brass unions and G.I. clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.4.1 One urinal basin with 5 ltr white P.V.C. automatic flushing cistern

Brass full way valve with C.I. wheel (screwed end) 32 mm dia

Providing and fixing on wall face unplasticised -PVC moulded fittings/accessories for unplasticised rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring confirming to IS: 5382, leaving 10 mm gap for thermal expansion 12.42.3 Single Tee with door 12.42.3.2 110x110x110 mm

12.42.5 Bend 87.5* 110 mm bend

Reducer for 48.60 mm x 42.70 mm outer Dia SS pipe

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour 17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms

Providing and fixing PTMT grating of approved quality and colour 18.58.2 Rectangular type with openable circular lid 18.58.2.1 150 m nominal size square 100 mm diameter of the inner hinged round grating

Provivding and fixing C.P. brass long body bib cock of approved quality confiriming to IS Standards and weighing not less than 690 gms 18.51.1 15 mm nominal bore

Slotted cowl (tenosinal guard) 100 mm dia

Providing and fixing rectangular high density polyethylene water storage loft tank with cover, confirming to ISI : 12701, colour of opaque white or as approved by Engineer-in-Charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fitting and fixtures for tank shall be paid seperately

Sanitary Installation: Septic Tank: Earth 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. 2.8.1 All kinds of soil

Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.10 1:5:10 (1 Cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more

5.9.3 Suspended floors, roofs, landings, balconies and access platform

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of coloumn, etc. for mass concrete

Coloumn, pillars, piers, abutments, posts and Struts

Providing 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 : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)

Cement plaster skirting upto 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18mm thick

Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (soil density of 98%) after every four layers of compacted depth of fly ash, sides top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer-in-Charge, including compacting each layer by rolling/ramming and watering, all complete as per drawing and direction of Engineer in Charge

Deep Tube well Providing and fixixng G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work 18.10.6 50 mm dia nominal bore

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: 18.13.2 50 to 80 mm nominal bore

Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately).

Providing and fixing gun metal nonreturn valve of approved quality (Screwed end): 18.19.4 50 mm nominal bore 18.19.4.2 Vertical

Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality

Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete ( The tail pieces, tapers etc if required will be paid separately) : 18.59.1 500 mm dia

Providing and fixing enclosed type water (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : 18.60.1 80 mm dia nominal bore

Boring/ drilling bore well of required dia for casing/strainer pipe, by suitable method prescribed in IS : 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per directions of Engineer in Charge, beyond 90 m & upto 150 m depth below ground level. All types of soil 23.2.1.1 300 mm dia

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticised PVC medium well screen (RMS) pipes with ribs, conforming to IS : 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer in Charge. 23.4.2 150 mm nominal size dia

Develpoment of tube well in accordance with IS : 2800 (part I) and IS : 11189, to establish maximum rate of usabl water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, collecting water samples & getting tested in approved labarotary, i/c disinfection of tubewell, all complete, including hire & labour charges air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-Charge

Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete of borewell of: 23.13.2 150 mm dia

Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS : 2800(part-I), including necessary bolts & nuts of required size complete. 23.14.2 150 mm clamp

Motor Pump Set 5 HP single phase Centrifugal monoblock pump set (Crompton Greaves/ Aquatic/ CRI/ V-Guard make) 2900 rpm with DOL starter (Crompton Greaves/ Control & Switch gear/ BCH/ L&T/ Siemens make)

Supplying including installations, connection as approved by the Dept., testing and commissioning of SUBMERSIBLE PUMP SET 3(Three phase) with steel cable complete as directed and specified by the deptt. Three phase Submersible motor pump set (Texmo/ crompton greaves/ Aquatic/ CRI/ V-Guar suitable for 100 mm bore well and above. 2 HP STAGE 6 to 30 with MCB controlled Submersible motor pump set control panel.

Analysis of Sand Gravelling Preparation of sub-base road pavement with commercial dry lime 9slaked) fly ash stabilished soil with a mix of 3% lime, 12% fly ash and 85% local suitable soil by weight, so as to achieve minimum field C.B.R. of 20, including mixing, rolling with road roller curing etc. all complete 16.51.1 Minimum thickness 15 cm

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads && lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer in Charge. 16.78.2 With material conforming to Grade-II (size range 53 mm to 0.075 mm) having CBR value-25

Providing, laying, spreading and compacting graded stone aggregate (sie range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub-base/ base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieved the desired density, complete as per specifications and directions of Engineers-in-Charge