CONSTRUCTION OF FOOTBALL FIELD AT SPORTS STADIUM, HALDWANI

Amount

DSR ITEM:- 2.8.1 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. All kinds of soil. cum

DSR ITEM:- 4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

DSR ITEM:- 7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

DSR ITEM:- 7.6.1 Coursed rubble masonry (first sort) with hard stone in foundation and plinth with :Cement mortar 1:6 (1 cement : 6 coarse sand)

DSR ITEM:- 11.3.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate

DSR ITEM:- 2.35.3.1 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor. With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

NSI Item:- supply and filling good earth taken from outside upto 25km

DSR ITEM:-2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

DSR ITEM:- 2.7h Fine dressing of the ground

DSR ITEM:- 2.3h Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete

DSR ITEM:- 2.4.3 Supplying and stacking at site dump manure from approved source including carriage upto 5 km lead complete (manure measured in stacks .

DSR ITEM:- 2.8 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge .(cost of sludge, dump manure and/ or good earth to be paid separately)

DSR ITEM:- 16.70.1 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm

DSR ITEM:- 10.16.1 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

NSI Item- providing of 1key operation sprinkler system

DSR ITEM:- 2.11 Renovating lawns including weeding, cheeling the grass, forking the ground top dressing with sludge or manure, mixing the same with forked soil, watering and maintaining the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing and disposal of rubbish as directed, including supplying good earth if needed but excluding the cost of sludge or manure (the good earth shall be paid for separately).

DSR ITEM:- 13.62.1 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture

DSR ITEM:- 18.12 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.

DSR ITEM:- 18.12.6 50 mm dia nominal bore

DSR ITEM:- 18.12.5 40 mm dia nominal bore

DSR ITEM:- 18.12.4 32 mm dia nominal bore

DSR ITEM:- 18.13 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

DSR ITEM:- 18.13.1 25 to 40 mm nominal bore

DSR ITEM:- 18.13.2 50 to 80 mm nominal bore

SOR ITEM:- 3-4 Construction of embankment with approved material obtained from borrow pits (including cost of compensation for earth taken from private land) with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requi

SOR ITEM:- 4-7-1B WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper

SOR ITEM:- 4-7-2-B WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade

SOR ITEM:- 2-2(MISC) Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion cu.m 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work.(Based on PWD specifications)

SOR ITEM:- 2-3(MISC) Cement Concrete Pavment:- Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-25 (Cement@404 kg/cum), coarse and fine aggregates conforming to IS: 3

NSI Item:- Providing Trimix flooring including all labour, T&P Reqired for proper completeioin of the work

DSR Item:- 4.4.1 Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

SOR ITEM:- 11-1-1 Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead

SOR ITEM:- 2-2 Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Cl

SOR ITEM:- 12-1-2 Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Claus es 602, 603, 604, 1202 & 1204 In 1:4 Cement mortar

SOR ITEM:- 12-3 Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

SOR ITEM:- 12-5-3 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m. R.C.C grade M 20

SOR ITEM:- 12-6 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

NSI ITEM:- Providing, Fabricating, Assembling, Painting, Hoisting and Erecting in position including detailing of Primary Steel Structure M.S RHS/SHS/CHS/PLates of thicknesses as per static analysis conforming to IS 4923 / 1161/ 2062 Grade 250MPA in profile . Fabrication of structural elements shall be done using ARC/SAW/MAW/ welding process, including transportation, cutting, threading, machining, all leads and lifts up to all heights, tools and plants and necessary scaffolding etc. required for all operations. The structural members shall be painted with frrst coat of Epoxy Primer DFT 30 micron , Final Coat Epoxy Paint 80 microns thick ( to be applied in two coats) of which first coat shall be at ground and second coat after erection including touch- up of damaged area of already painted surfaces if any, upto all heights including. Designing, Detailing, Providing, Fixing including Fabrication, Assembling and Erection of roofing material as per Non Linerar Analysis Maintaining a min Safety Coefficient of 4. Roofing Material should be PES PVC Coated Fabric with both side PVDF Lacquered/Coated, Weight min 900 gsm, Tensile Strength as per Non Linear Analysis with Safety Coefficient of min 4 and FR Retardant. This work shall including raw material, patterning, forming, cutting, Seaming(Welding), Fixing and installation with GI cables thickness as per Analysis, flashing, SS Swage End Grade 304 (if any), Galvanized Membarane plate with Paint as per specification etc. complete as per direction of the Engineer-in-charge. Clamping & Fixing Plate should be Aluminium Flat min 4 mm and 4mm thick or as per design requirement. Seam Width should be Single Stroke & minimum 40mm wide. Standard Reducing Warranty on Roofing Material should be 20 Yrs from Roofing Material Manufacturer/ Supplier.

PRAMOD KUMAR