Construction of Chief Ministers Mini Stadium at Killiyoor Assembly Constituency under Sports Development Authority of Tamil Nadu in Kanniyakumari District

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Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.

Providing Pre - construction Anti - termite treatment and creating a chemical barrier to the building by injecting chemical emulsion of required concentration under grade slab and grade beam, all round the Pile Caps, Catch basins, trenches, pits, tunnels, wall trenches, back fill, plinth filling, junction of wall and floor. External perimeter of building, surrounding of pipes, expansion joints, below U.G. sump and retaining/side walls etc. as per instructions of chemical manufacturer as directed by the Department officer/ Architect. The treatment shall be carried out strictly in accordance with the technical specification and conforming to IS 6313 or equivalent BS specification. The chemical to be used as insecticide for the treatment shall be Biflex Tc, TC stands for Termiticide Concentrate for Termite Control (Bifenthrin) and the application shall be diluted 1 part of chemical Biflex Tc with 49 parts of water to get 0.05% emulsion and strictly in accordance with the manufacturer’s specification.Including cost of chemicals labour charges,transport and storing etc complete and as directed by the department officers

Supplying and filling in foundation, basement, etc with filling M.sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.

Cement Concrete 1:4:8 (One Cement, Four sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification.

Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification.

Damp proof course with Cement Mortar 1:4 (One Cement and Four sand) 12mm thick mixed with best approved quality water proofing compound conforming to Indian Standard specification as specified by the departmental officers at 2% by weight of cement used and finishing, curing etc. complete complying with standard specification.

Supplying and filling of gravel by lorry in basement filling including conveyance loading and unloading charges and all other incidential charges filling laying watering and consolidation etc., complete as directed by the Dept., Officers with standard specification.

Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid)

In Foundation & Basement Level.

In Ground Floor

Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire)

Providing and laying in position ready mixed or site batched design mix cement concrete for M25 grade cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland/ Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads, but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge.

In Foundation & Basement Level.

In Ground Floor

Brick work in Cement Mortar 1:5 ( One cement, Five sand) using country bricks for foundation and basement including curing, etc., complete complying with standard specifiction.

In Foundation & Basement Level.

In Ground Floor

Supplying and applying of two coats of putty of 3mm thick over the exposed RCC surface of ceiling including finishing the joints smoothy with grinding machine and the surface shall be thoroughly cleaned out of dust and scrubbing. The Surface shall then be allowed to dry for atleast 48 hours. It shall then be sand papered (waterproof abrasive sheet) to give a smooth and even surface. Any unevenness shall be made good by applying 1st coat of putty mixed with water on the entire surface including filling up the undulations and applying 2nd coat of putty after 6 hours of 1st coat of putty and then sand papering (waterproof abrasive sheet) the same after it is dry and finishing the surface smoothly, etc., complete complying with standard specifications and as directed by the Departmental Officers. [The rates are inclusive of hire charges for grinding machine with wheel, cost of sand paper (waterproof abrasive sheet), cost of putty blade, labour charges for grinding the joints and sand papering, two coat of putty, scrapping the putty area to level the surface smooth, etc., complete]. The Putty shoule be got approved by the Executive Engineer before use on work

Plastering with Cement Mortar 1:5 (One cement and Five sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers.

Supplying and painting the walls with two coats of oil bound distemper over one coat of water based cement primer including cost for distemper, primer, cleaning and scrapping the walls, rendering the walls smooth with necessary putty, brushes, scaffolding arrangements, labour charges, etc., as per standard specification. (The colour and shade of the distemper shall be got approved by the Executive Engineer before use of work).

Painting the wall two coats with approved weather proof Exterior Emulsion paint over one primer coat of over cement plastered wallsurface ect., complete complying with standard specification.

Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over one coat of red oxide priming coat in all floors including cost of priming coat etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.)

Painting new wood work with two finishing coats of synthetic enamel ready mixed paint of approved quality and colour over one coat priming coat in all floors including the cost of primer etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.)

Paving the floor with best approved quality fine polished Kota stone slabs of size 600 x 600 of 18 / 20mm with machine cut edges and matching marble slab not less than 100mm width other than Adanga Marbles as border laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three sand) fixing the slabs in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments and polishing with floor polisher to a high degree of finish etc., The kota stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work, etc., complete as per standard speicification.

Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete as per standard specification and as directed by the deparmental officers.

Finishing the top of roof with one course of machine pressed tiles of size 230mm x 230mm x 20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc.,complete complying with standard specification and as directed by the departmental officers

Supplying and fixing of M.S. grill of approved design for open courtyard, grill, grill work to doors and window openings etc., using necessary mild steel flats for inner and outer members which should be fixed on edges including priming coat of best approved quality red oxide primer etc., complete complying with standard specification.

Supplying and fixing in position of flush shutter with teak wood vener for doors of 35 mm thick block board core with of applied shade and hot pressed bonded with liquid phenol formaldluide resin with internal lifting with TW as per IS 2201/ part I /1991 The rates inludes the labour charges for fixing the shutter to the frames and for fixing furniture fiitings.The rate include the cost of furniture fittings etc complete

Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. M-0674

32 mm GI Bend

Construction of rain water recharge well of 1200mm dia and depth upto 1500mm, in addition 110 dia special blue slotted pipe for bore well.pipe should be laid from bottom of ring well centre to below 1500mm as shown in the drawings, including all types of excavation, occur for pipe, filling of rain water harvesting materials with construction of R.C.C. ring and top 100mm RCC SLAB WITH 450X450mm perforated SFRC manhole and 230mm brick wall in 2'height with below 300mm lengthx100mm thk P.C.C. as per the structural filling the filter media as per drawing.

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.

Cement Concrete 1:4:8using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification .

Refilling the foundation with Excaveted Earth in layers of not more than 15cm thick well rammed, watered and consolidated as directed by the deptl. officers. Complete complying with standard specifications.

Supplying and erecting water tight steel shuttering to centering including necessary supports for plane surface in Foundation and Basement for RCC Columns, Footings, Plinth beams, bed blocks, staircase steps etc., using suitable mild steel sheets etc., complete.

Footing ,Plinth beam ,Column upto Basement

Providing and laying in position ready mixed or site batched design mix cement concrete for M25 grade cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland/ Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads, but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge.

Plain surfaces Roofslab,floorslab,beams,lintels,loft,sillslab,staircase waist,portico slab and other similar works.

Column footing - Foundation basement

In Ground floor

Supplying, fabricating and placing in position M.S. or R.T.S. reinforcement grill for RCC works as per the design given including cost of steel and binding wire etc., complete complying with standard specification. (The contractor will have to make his own arrangements for the supply of M.S. plain rods / RTS rods and binding wire)

Brick work using country bricks of size 83/4"x41/4"x23/4" in cement mortar 1:5 (One cement and five M.Sand) including curing neat finishing, etc., complete complying with standard specifiction.

Plastering with Cement Mortar 1:5 (One cement and Five M.Sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers.

32mm GI Coupler

Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification.

Providing and Laying good quality red earth filling, including cost & conveyance of red earth from approved sources to work site including labour for spreading, watering and compacting to achieve the required Proctor density at 100% compaction.

Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete

63A Main TPN switch with metal clad

Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification.

Providing and Laying good quality red earth filling, including cost & conveyance of red earth from approved sources to work site including labour for spreading, watering and compacting to achieve the required Proctor density at 100% compaction.

Supplying and filling of gravel by lorry in basement filling including conveyance loading and unloading charges and all other incidential charges filling laying watering and consolidation etc., complete as directed by the Dept., Officers with standard specification.

Providing and Laying good quality red earth filling, including cost & conveyance of red earth from approved sources to work site including labour for spreading, watering and compacting to achieve the required Proctor density at 100% compaction.

Providing and Laying good quality red earth filling, including cost & conveyance of red earth from approved sources to work site including labour for spreading, watering and compacting to achieve the required Proctor density at 100% compaction.

Plain Ce

63A Procelain fuse carrier

Supplying and fixing G.I 'SHS' angle of size 100 x 100 x 4 mm including cutting the angle to the required length drilling holes wherever necessary for fixing the pipe purlins, rafters and fixing the post etc., complete..

Providing and Laying good quality red earth filling, including cost & conveyance of red earth from approved sources to work site including labour for spreading, watering and compacting to achieve the required Proctor density at 100% compaction.

Supplying and Painting two coats new iron work such as steel doors ventilators, window bars etc., (WITHOUT PRIMER)

Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.

In Foundation & Basement Level.

In Ground Floor

Supplying and filling in foundation, basement, etc with filling sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.

Cement Concrete 1:4:8 (One Cement, Four sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification.

Providing and laying in position ready mixed or site batched design mix cement concrete for M25 grade cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland/ Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads, but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge.

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid)

Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid)

100 grams

Providing vacuum de watered controlled cement concrete surfacing 100mm thick in required slope and chamber conforming ready mixed or site batched design mix cement concrete for M25 grade with 20mm size stone aggregate cast insitu, smooth finish and levelling with double framed screed vibrator, excess water to be removed through vacuum pump with bottom and top filter mat duly sealing the edges all- round including provisions of polythene sheet below the concrete layer before placing of concrete and finishing with power floated and power trowler to obtain the hard surface including provision of expansion joints at 6mtr. intervals across the platform by cutting 6mm wide and full depth of concrete by contractors own mechanical means and filling the gap with polysulphide sealant and adding admixture recon 3S for crack free construction at the rate of 125 gms pack per 50 kg of cement with all lead, lift and other incidental works etc., complete and as directed by the Engineer i/c (All labour, materials,tools and plants etc., including cement by the contractor only)

Plastering with Cement Mortar 1:5 (One cement and Five M.Sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers.

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid)

75 mm PVC Elbow

90mm PVC pipe

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Providing and Laying good quality red earth filling, including cost & conveyance of red earth from approved sources to work site including labour for spreading, watering and compacting to achieve the required Proctor density at 100% compaction.

Hard drawn copper conductor (Guage No 8 & 6)

Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification.

50 mm GI Pipe

Scrub jungle of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m. (All kinds of soil)

Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification.

Supplying and erecting in position of following liters capacity Industrial Model Reverse Osmosis Water- cum-Purifier to deliver Potable Water with World Health Organisation (WHO) Standards with following accessories. (a) MS Skid - 1 No. (b) Media 11054 No. Vessel with 20

nb Multiport Valve (with Media Pubble and Fine Sand and Activated Carbon Filling) set (c) Feed Pump 0.50 HP – 1 No. (d) Vertical Pump 2-9, 2.00 HP / Single Phase – 1 No. (e) Membrane 40 x 40 filmtech (or) equilaents / Osmonic (USA) - 1 No. and Membrane Pressure Vessel 40 x 40 -1 No. & Pressure Gauge - 2 Nos. (f) Flow Meter - 1 No. 20” Filter with Housing - 1 No., Low Pressure Switch - 1 No., Level Switch - 1 No. & Necessary CPVC Pipes and Fittings. The system shall be provide with Two Panel Control System with necessary Stainless Valves and Fittings and Float Control etc. The rate should be inclusive of all civil works, wherever necessary to install the System in position and intact. M-0721

Supplying, laying, jointing, testing and commissioning approved make PVC 6kg pipes SWR grade confirming to IS 13592 Class "B" with rubber ring joints confirming to IS 5382 for solvent jointing for Suspended piping in ceiling Lvl. The quoted rate shall include necessary fittings like Tees, 45 or 90 deg. Bends, Couplers, Offsets, etc., G.I. brackets with pvc coated GI clamps, nuts & bolts, anchor fasteners, grip bolts, GI threaded, rods, etc., complete. The quoted rate should include encasing the pipes in toilet sunken in M-15 grade concrete as per specifications 100mm thk. all around with necessary shuttering arrangement, as directed by Engineer-in-Charge.

160 mm dia

Supplying and fixing in position 150 x 100mm "P" or "S" stoneware gully trap 'A' grade with CI double gratings of size 150 x 150mm and 230 x 230mm at bottom and top respectively with necessary earth work excavation laid over a bed of brick jelly cement concrete 1:3:6 (One cement, Three sand and Six broken brick jelly) 150mm thick using 40mm size broken brick jelly including necessary brick work and plastering including dismantling masonry wherever necessary and re-doing the damaged portions to the original conditions using cement concrete 1:3:6 using 20mm stone jelly for fixing the gully trap and giving connections to stoneware sewer line etc., complete complying with standard specifications. [Earth work excavation, brick work, plastering shall be measured and paid separately]. The stoneware gully trap should be got approved by the Executive Engineer before use on works. M-0569

Supplying and Erection and construction of sewer chambers of required internal dimensions 600x600 upto 0.6 mtr.depth with 230mm brick masonry in C.M.1:5 thk of masonry over bed of 1:2:4 R.C.C. 200 mm thk bove 100 mm thk P.C.C.1;3:6 Cement concrete foundations over M.Sand bed of 100mm thk channelling in 1;2:4 cement concrete, plastering in 1:3 cement mortar for internal and external surface finished with floating coat of neat cement, the work including excavation for required depth of gully trap and refilling and making good in the surface with SFRC cover and frame 600x600mm (clear opening) complete complying with standard specifications etc.,

ELBOW

600 x 600 mm size internal and depth more than 600 mm

Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.

Supplying, laying, jointing, testing & Commissioning of uPVC Schedule 80 pressure pipes as per ASTM D 1785 with Sch 80 Fittings as per specifications, jointing with hold tite / super tite & tefflon tape and complete with fittings such as sockets, unions, reducers long or short bends, elbows, nipples flanges,checknuts,etc. Pressure testing of piping and back filling of trench complete as required. The quoted rate shall include necessary fittings like Tees, Bends, Offsets etc., G.I. brackets with pvc coated GI clamps, nuts & bolts, anchor fasteners, grip bolts, GI threaded, rods, etc., complete for external pipes in shaft. (For under ground external water supply piping.)

40 mm dia ( BOREWELL TO OVERHEAD TANK)

2-Seating Gallery -RCC @ (Site I & II Kalinkarajapuram & Paloor)

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Brick work in Cement Mortar 1:5 ( One cement, Five sand) using COUNTRY bricks for foundation and basement including curing, etc.,complete complying with standard specifiction. In Ground Floor

Providing vacuum de watered controlled cement concrete surfacing 100mm thick in required slope and chamber conforming ready mixed or site batched design mix cement concrete for M25 grade with 20mm size stone aggregate cast insitu, smooth finish and levelling with double framed screed vibrator, excess water to be removed through vacuum pump with bottom and top filter mat duly sealing the edges all- round including provisions of polythene sheet below the concrete layer before placing of concrete and finishing with power floated and power trowler to obtain the hard surface including provision of expansion joints at 6mtr. intervals across the platform by cutting 6mm wide and full depth of concrete by contractors own mechanical means and filling the gap with polysulphide sealant and adding admixture recon 3S for crack free construction at the rate of 125 gms pack per 50 kg of cement with all lead, lift and other incidental works etc., complete and as directed by the Engineer i/c (All labour, materials,tools and plants etc., including cement by the contractor only)

Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers.

3-Football Ground @ (Site I in Kalinkarajapuram)

Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying

4-Turf Cricket @ (Site I in Kalinkarajapuram)

Solar Street Light: Providing and fixing a 250W Solar LED Street Light with standard IP waterproof rating, motion sensor, and remote control. The solar light set includes a tubular arm and necessary fittings, integrated with a solar panel and battery. The installation includes a vertical GI pole with a height of 6 meters from road level, a suitable foundation, and necessary on/off switch control. All material approved from the client is necessary before commencing the work.

Supply and fixing of water CO2 stored pressure type 9 litres capapcity fire extinguishers as per new IS 15863 complete

with control valve, gun meta cap, pressure guage, operation sticker, discharge hose, wall mounting bucket , safety clip, etc., as directed by departmental officers (M-0774)

Supply and kept in position of 9 litres capacity Fire Buckets of 4 Nos. with Bucket Stand as per standard specifications and as directed by the Departmental Officers (M-0842)

Supply and laying of 4 x 10 sq.mm PVC LTUG aluminium armoured cable in a trench to be excavated at a depth of 0.75 metre putting 0.15 metre layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good SD 180

First Aid Box complete with all First Aid Medicines (M- 1977)

Wiring with 2 x1.5 sq.mm. PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with Module GI switch box in flush with wall with 6A one way module switch with module front plate with continuous earth wire connection of 1.5 sq.mm copper wire and making good of the concealed portion with suitable colour for Concealed PVC Light point / fan point (for electronic regulator) (6 points / Coil) Higher End-SD 293

Wiring with 2 x1.5 sq.mm. PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessories with suitable Module GI switch box in flush with wall with 1 no. 6A one way module switch and 1 no. 6A 3/2 pin module socket with module front plate with continuous earth wire connection of 1.5 sq.mm copper wire and making good of the concealed portion with painting of suitable colour for concealed PVC pipe Plug point ( 8 points / Coil) Higher End- SD 319

Supply and Run of 2 of 2.5 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with continuous earth wire connection of 2.5 sq.mm copper wire and making good of the concealed portion -SD 348

Supply and fixing of 20A DP plug and socket in sheet enclosure with 32A DP MCB in flush with wall with earth connection (For Water pump) SD 144

Supply and fixing of 8 way single pole and neutral MCB sheet steel enclosure distribution board of double door type with metal door with IP43 protection with 1 No. 32A DP MCB as incoming and 6 Nos. 6A to 32A SPMCB outgoing in flush with wall and making good of the concealed portion with earth connection only. The MCB DB and MCB's should be with ISI mark (like standard make) SD 151

Supply and fixing of 4 way Vertical Triple pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 63A 4P MCB Isolator as incoming and 12 nos. 6A to 32A SP MCB as outgoing on suitable angle iron frame on wall with earth connection only. Higher End SD 580

Supply and run of 2 of 2.5 sq.mm. (36 / 0.3) PVC insulated single core unsheathed copper conductor of 1100V grade in suitable rigid PVC conduit pipe concealed in wall and ceiling with continuous earth wire connection of 14 SWG TC wire and making good of the concealed portion with suitable colour SD 75

Supply and run of 1 of No.8 SWG GI wire for earth connection, including cost of all materials etc. all complete in all respects complying with relevant standard specification and as directed by the departmental officer. SD 74

Earthing as per the ISI specification with an earth electrode of 2.10 metre Class 'B' GI pipe of dia not less than 40mm with copper earth plate of size 125mm x 50mm x 6mm with necessary funneling arrangements with necessary masonry work and with 38mm RCC cover slab for the brick masonry SD 221

5-Entrace Arch @ (Site I in Kalinkarajapuram)

Supply and fixing of fancy glass shade and 7W / 9W LED bulb -SD 79

Supply and fixing of single box type 4'18W LED Tubelight fitting complete with electronic ballast with TW round blocks on wall or ceiling with PVC unsheathed Copper leads from terminals to the fitting SD 440

High Jump Post and Bed: Supplying of high jump posts made from GI or aluminum with an adjustable height range and markings, heavy- duty steel base with rubber padding, one fiberglass crossbar with protective caps, and a foam core high jump bed with a weather- resistant vinyl cover.

Height Measuring Stand: Supplying of height measuring stand made from GI or aluminum with a stainless steel or aluminum scale with smooth adjustment mechanism, a locking system, and a stable non-slip base with rubber padding.

Weighing Machine: Supply of precise weighing machine, digital or analog, with a specified maximum capacity.

Volley Ball Post: supply and installation of volleyball G.I posts as per standard diameter, complete with all essential accessories and fittings.

Volley Ball Net : Supply of volleyball Net, complete with all essential accessories and fittings including the procurement of a single set, typically required for a standard volleyball court.

Volley Ball: Supplying of an approved-brand volleyball, meeting official standards. Pricing includes all costs.

Volley Ball Referee Stand: Supply of a volleyball referee stand providing a pivotal elevated platform. Constructed from durable materials such as steel or aluminum, this stand guarantees stability and longevity. Installation procedures prioritize a secure attachment to the ground or court surface, ensuring a safe and dependable setup.

Foot Ball Post : supplying and Insatalation of football posts made from materials like GI or aluminum, The installation process involves anchoring the posts firmly to the ground to guarantee stability and safety, complete with all essential accessories and fittings.

Foot Ball Net : Supply of Football Net, complete with all essential accessories and fittings including the procurement of a single set, typically required for a standard Football court.

Foot Ball: Supplying of an approved-brand Football, meeting official standards. Pricing includes all costs.

Basket Ball Post: Supplying and Insatalation of 25mm thick acrylic board with basket, complete with all essential accessories and fittings.

Basket Net: Supply of Basket Net, complete with all essential accessories and fittings including the procurement of a single set, typically required for a standard Hockey court.

Basket Ball: Supplying of an approved-brand BasketBall, meeting official standards. Pricing includes all costs.

Short put 7.26 kg: Supplying of an approved brand short put, meeting official standards. Pricing includes all cost.

Short put 6 kg: Supplying of an approved brand short put, meeting official standards. Pricing includes all cost.

Short put 5 kg: Supplying of an approved brand short put, meeting official standards. Pricing includes all cost.

Short put 4 kg: Supplying of an approved brand short put, meeting official standards. Pricing includes all cost.

Short put 3 kg: Supplying of an approved brand short put, meeting official standards. Pricing includes all cost.

Javelin throw 800 g: Supplying of an approved brand Javelin throw 800 gm, meeting official standards. Pricing includes all cost.

Javelin throw 700 g: Supplying of an approved brand Javelin throw 700 gm, meeting official standards. Pricing includes all cost.

Javelin throw 600 g: Supplying of an approved brand Javelin throw 600 gm, meeting official standards. Pricing includes all cost.

Javelin throw 500 g: Supplying of an

approved brand Javelin throw 500 gm, meeting official standards. Pricing includes all cost.

Obstacle course: supply and installation of an obstacle course, comprising various components and fixtures to create a challenging and engaging experience. Constructed from durable materials like steel or high-quality plastic, the obstacle course features a diverse range of obstacles such as walls, ropes, tires, balance beams, double bar, single bar and climbing structures.

Hurdles: Supplying of an approved brand Hurdles, meeting official standards. Pricing includes all cost.

Training Hurdies: Supplying of an approved brand Hurdles, meeting official standards. Pricing includes all cost.

Ladder: Supplying of MS/ Aluminium Ladder, meeting official standards. Pricing includes all cost.

Turf cricket net : Supply of turf cricket net Net, complete with all essential accessories and fittings including the procurement of a single set, typically required for a standard volleyball court.

1. For Concrete Surface: If it is a concrete surface, epoxy paint/ acrylic paint/ latex traffic paint/ thermoplastic markings/ concrete stain or dyes or suitable material should be used which should be capable of withstanding regular wear and tear. 2. For Synthetic Surface/Turf: Durable, weather-resistant material or marking material like filed marking paint for synthetic turf/ pre-formed markings/ acrylic paint for hard courts/ polyurethane paint for hard courts, or suitable materials for the specific surface type (grass, turf, asphalt, etc.) and capable of withstanding regular wear and tear. 3. For Earthen Surface: If it is an earthen surface, field marking paint/ chalk or lime powder/ biodegradable paints, or suitable material should be used which should be capable of withstanding regular wear and tear.

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6- Site Grading @ (Site I and II in Kalinkarajapuram, Paloor)

Basketball

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only)

NUMBER #

Field (Shotput, Javelin throw, High Jump, Discus Throw)

1-Admin Block - Civil Work @ (Site I in Kalinkarajapuram)

supply and delivery of following casing pipes and specilas

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only)

Supply and delivery & fixing of 200 mm PVC casing pipe (CS) including all charges etc complete

supply deviver

y and fixing of 200mm pvc slotted pipe including all charger etc completed

Supply delivery and fixing of 160mm pipe PVC 10ksc pipe

200mm dia Bore well cover

Supply and delivery of three phase submersible pump set having aduty of 75lpm x 200 m head (as per is 8034/2002 with out panel board etc) 7.5 HP

Supply and delivery of three phase star delta with two level guard and auto start unit panel board etc 7.5 HP

65mm OD UPVC Pipe

4.00 sqmm flat copper cable

50 mm Non Return Valve

50 mm GM Gate valve

50 mm GI Elbow

50 mm GI Union

50 mm GI reduced nipple

50 mm GI hex nipple

50 mm clamp set

Nylon rope

Shellack

Labour charge for the erection of 7.5 HP submerciable pumpset into the bore well with fixing of panel board laying of cable etc. complete and commissioning of pumpset etc completed

Supply and delivery of following pumping main materials

75mm PVC 6ksc pipe

75 mm PVC bend

75 mm PVC MTA

75 mm PVC FTA

75 mm PVC Elbow

65 mm GI Pipe

50 mm GI Union

65 mm GI Coupling

65 mm GI Elbow

65 mm GI Hex nipple

23- Fire Fitting Work @ (Site II in Plloor)

26- Medal Podium @ (Site II in Plloor)

65 mm GI Flange set

65 mm GI bend

65 mm GM Gate Valve

50 mm GI reduced nipple

65 mm GI Coupling

Labour charge for the erection of 7.5 HP submerciable pumpset into the bore well with fixing of panel board laying of cable etc. complete and commissioning of pumpset etc completed

65 mm GM Non return valves

63mm PVC 6ksc pipe

63 mm PVC bend

63 mm PVC MTA

Solvent cement

Earth work excavation and deposition on bank with initial lead of 2m narrow trenches for laying of pipe and refing earth for water supply works in the hard stiff clay black cotton hard a earth mixed with small size boulders and gravelly soil as directed by the departmental officers

Lowering the following pipes into trenched for proper grade and alignment etc

Supply and delivery of the following wiring materials

Supply and run of 2 of 4 sq.mm (56/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100 V grade on 7/20 GI bearer wire for service connectin mains SD 67

32mm GI pipe

7- RO Plant @ (Site I in Kalinkarajapuram)

Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification.

Supplying and filling in foundation, basement, etc with filling sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.

Cement Concrete 1:4:8 (One Cement, Four sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard

Cement concrete 1:3:6mix using 20 mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complete complying with standard specifications and as directed.

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Earth work excavation for foundation in all soils such as red earth ,hard stiff clay soil, stiff black cotton soil, hard redearth,shales, murrams, gravel,hard rock not requiring blasting ete complete.,

Paving the floor with pre-polished concrete anti-skid tiles (Required shape and design) of 20mm thick of approved quality and colour laid in Cement Mortar 1:3 (One Cement and Three crushed stone M.Sand) 20mm thick and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by Executive Engineer before use on works) Using anti-skid tiles (Observed Data)

Cement concrete 1:4:8 mix usin 40 mm HBGS metal inculding cost and coveyance of all materials to site including labour for mixing ,laying,curing etc complete.,

Random Rubble masonry in CM 1:5 foundation and basement including simultaneously flush

Supplying and applying of two coats of putty of 3mm thick over the exposed RCC surface of ceiling including finishing the joints smoothy with grinding machine and the surface shall be thoroughly cleaned out of dust and scrubbing. The Surface shall then be allowed to dry for atleast 48 hours. It shall then be sand papered (waterproof abrasive sheet) to give a smooth and even surface. Any unevenness shall be made good by applying 1st coat of putty mixed with water on the entire surface including filling up the undulations and applying 2nd coat of putty after 6 hours of 1st coat of putty and then sand papering (waterproof abrasive sheet) the same after it is dry and finishing the surface smoothly, etc., complete complying with standard specifications and as directed by the Departmental Officers. [The rates are inclusive of hire charges for grinding machine with wheel, cost of sand paper (waterproof abrasive sheet), cost of putty blade, labour charges for grinding the joints and sand papering, two coat of putty, scrapping the putty area to level the surface smooth, etc., complete]. The Putty shoule be got approved by the Executive Engineer before use on work

Brick work with cement mortar 1:5 mix using country bricks of size 83/4"x41/4"x2" for foundation and basement and superstructure inculding cost and conveyance of all materiales

R.Cement concrete 1:11/2:3 mix using 20 mmHBGS metal inculding cost and coveyance of all materials to site including labour for mixing , laying,curing etc complete.,

Supplying and fabrication of steel,placing in position of mild steel or ribbed Tor steel grils for RCC works inculding cost of steel and binding wire etc.

Supplying and erection centering for sides and soffits inculding necessary supports and structing for plain surfaces such as RCC Slab,Lintel,Beam

Dadooing walls with following best approved quality, white / colour glazed tiles of following sizes set in Cement Mortar 1:2 (One Cement and Two crushed stone M.Sand) 10mm thick and pointing the joints with white cement mixed with colouring pigments at the rate of 0.40 Kg. / sq.m. neatly in all floors, curing, etc., complying with standard specification and as directed by the departmental officers.

13- Bore well @ (Site I in Kalinkarajapuram)

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8- External Plumping Work @ (Site I in Kalinkarajapuram)

9- Medal Podium @ (Site I in Kalinkarajapuram)

10- Solar Street Light @ (Site I in Kalinkarajapuram)

24- RO Plant @ (Site II in Plloor)

11- Eletrical Arrangements @ (Site I in Kalinkarajapuram)

12- Sports Equipment & Kit @ (Site I in Kalinkarajapuram)

Fabrication and supply of GI Chain link 2"x2", 10G size and tying in position to requires tension with similar metal wires etc complete as per specification M-0408

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8- External Plumping Work @ (Site I in Kalinkarajapuram)

14- Fire Fitting Work @ (Site I in Kalinkarajapuram)

9- Medal Podium @ (Site I in Kalinkarajapuram)

Supplying and filling of gravel by lorry in basement filling including conveyance loading and unloading charges and all other incidential charges filling laying watering and consolidation etc., complete as directed by the Dept., Officers with standard specification.

Cement concrete 1:4:8mix using 40 mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complete complying with standard specifications and as directed.

Painting and finising the GI pipes and wire mesh with synthetic enamel anti corrosive paint etc using epoxy or special materials as approved by the departmental officers etc complete

Plain Cement Concrete 1:2:4 (one cement, two sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.

Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification.

Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification.

Providing and Laying good quality red earth filling, including cost & conveyance of red earth from approved sources to work site including labour for spreading, watering and compacting to achieve the required Proctor density at 100% compaction.

Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.

16 - Chain Link Fencing @ (Site II in Kalinkarajapuram )

Plain Cement Concrete 1:2:4 (one cement, two sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.

Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.

Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification.

Cement Concrete 1:4:8 (One Cement, Four sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification.

Supplying and filling of gravel by lorry in basement filling including conveyance loading and unloading charges and all other incidential charges filling laying watering and consolidation etc., complete as directed by the Dept., Officers with standard specification.

Providing and laying Water Bound Macadam Grading - II ( 75mm to 22.40mm) IRC HBG metal consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer. (Mix -in - place method) (From Road Data)

HDPE Sheet: Supplying a and Laying 300 micron HDPE sheet below RCC/ Cement concrete flooring of approved colour/ make. The rate should

In Foundation & Basement Level.

In Ground Floor

include cost of 150mm overlapping all complete as directed by the departmental officers.

Providing and laying in position ready mixed or site batched design mix cement concrete for M25 grade cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland/ Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads, but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge.

Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid)

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid)

For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc.

For plane surfaces such as rectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc.

Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire)

Providing vacuum de watered controlled cement concrete surfacing 100mm thick in required slope and chamber conforming ready mixed or site batched design mix cement concrete for M25 grade with 20mm size stone aggregate cast insitu, smooth finish and levelling with double framed screed vibrator, excess water to be removed through vacuum pump with bottom and top filter mat duly sealing the edges all- round including provisions of polythene sheet below the concrete layer before placing of concrete and finishing with power floated and power trowler to obtain the hard surface including provision of expansion joints at 6mtr. intervals across the platform by cutting 6mm wide and full depth of concrete by contractors own mechanical means and filling the gap with polysulphide sealant and adding admixture recon 3S for crack free construction at the rate of 125 gms pack per 50 kg of cement with all lead, lift and other incidental works etc., complete and as directed by the Engineer i/c (All labour, materials,tools and plants etc., including cement by the contractor only)

Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers.

Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc

Plastering with Cement Mortar 1:5 (One cement and Five sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers.

Colour washing two coats in all floors using best freshly burnt white shell lime and best quality of approved variety of colouring pigment including cost of lime, colouring pigments, fevicol type gum, brushes, scaffolding charges etc., complete complying with standard specification. Mineral colouring pigments not affected by lime should only be used (stainers and colour solutions should not be used.)

Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification.

Providing and Laying of Interlocking Concrete Block pavements having thickness 60mm and compacted over a thin bedding sand layer of 30 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of specification of Rural roads 2014 and Thechnical specification clause 1504

Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification.

Providing and Laying good quality red earth filling, including cost & conveyance of red earth from approved sources to work site including labour for spreading, watering and compacting to achieve the required Proctor density at 100% compaction.

Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification.

BASIC RATE In Figures To be entered by the Bidder Rs. P

Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification.

Cement Concrete 1:4:8 (One Cement, Four sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification.

Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers.

Supplying and filling in foundation, basement, etc with filling sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.

Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.

15- CSC Toilet @ (Site II in Kalinkarajapuram)

Plastering with Cement Mortar 1:5 (One cement and Five sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers.

Colour washing two coats in all floors using best freshly burnt white shell lime and best quality of approved variety of colouring pigment including cost of lime, colouring pigments, fevicol type gum, brushes, scaffolding charges etc., complete complying with standard specification. Mineral colouring pigments not affected by lime should only be used (stainers and colour solutions should not be used.)

Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification.

Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification.

Supplying and filling in foundation, basement, etc with filling sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.

Cement Concrete 1:4:8 (One Cement, Four sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard

17.Waking Track (Kalinkarajapuram)

Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification.

18- Valley Ball Court @ (Site II in Plloor)

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Earth work excavation for foundation in all soils such as red earth ,hard stiff clay soil, stiff black cotton soil, hard redearth,shales, murrams, gravel,hard rock not requiring blasting ete complete.,

Paving the floor with pre-polished concrete anti-skid tiles (Required shape and design) of 20mm thick of approved quality and colour laid in Cement Mortar 1:3 (One Cement and Three crushed stone M.Sand) 20mm thick and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by Executive Engineer before use on works) Using anti-skid tiles (Observed Data)

Cement concrete 1:4:8 mix usin 40 mm HBGS metal inculding cost and coveyance of all materials to site including labour for mixing ,laying,curing etc complete.,

Random Rubble masonry in CM 1:5 foundation and basement including simultaneously flush

Supplying and applying of two coats of putty of 3mm thick over the exposed RCC surface of ceiling including finishing the joints smoothy with grinding machine and the surface shall be thoroughly cleaned out of dust and scrubbing. The Surface shall then be allowed to dry for atleast 48 hours. It shall then be sand papered (waterproof abrasive sheet) to give a smooth and even surface. Any unevenness shall be made good by applying 1st coat of putty mixed with water on the entire surface including filling up the undulations and applying 2nd coat of putty after 6 hours of 1st coat of putty and then sand papering (waterproof abrasive sheet) the same after it is dry and finishing the surface smoothly, etc., complete complying with standard specifications and as directed by the Departmental Officers. [The rates are inclusive of hire charges for grinding machine with wheel, cost of sand paper (waterproof abrasive sheet), cost of putty blade, labour charges for grinding the joints and sand papering, two coat of putty, scrapping the putty area to level the surface smooth, etc., complete]. The Putty shoule be got approved by the Executive Engineer before use on work

Brick work with cement mortar 1:5 mix using country bricks of size 83/4"x41/4"x2" for foundation and basement and superstructure inculding cost and conveyance of all materiales

R.Cement concrete 1:11/2:3 mix using 20 mmHBGS metal inculding cost and coveyance of all materials to site including labour for mixing , laying,curing etc complete.,

Supplying and fabrication of steel,placing in position of mild steel or ribbed Tor steel grils for RCC works inculding cost of steel and binding wire etc.

Supplying and erection centering for sides and soffits inculding necessary supports and structing for plain surfaces such as RCC Slab,Lintel,Beam

Dadooing walls with following best approved quality, white / colour glazed tiles of following sizes set in Cement Mortar 1:2 (One Cement and Two crushed stone M.Sand) 10mm thick and pointing the joints with white cement mixed with colouring pigments at the rate of 0.40 Kg. / sq.m. neatly in all floors, curing, etc., complying with standard specification and as directed by the departmental officers.

19- Basket Ball Court @ (Site II in Plloor)

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Brick work in Cement Mortar 1:5 ( One cement, Five sand) using COUNTRY bricks for foundation and basement including curing, etc.,complete complying with standard specifiction. In Ground Floor

Providing vacuum de watered controlled cement concrete surfacing 100mm thick in required slope and chamber conforming ready mixed or site batched design mix cement concrete for M25 grade with 20mm size stone aggregate cast insitu, smooth finish and levelling with double framed screed vibrator, excess water to be removed through vacuum pump with bottom and top filter mat duly sealing the edges all- round including provisions of polythene sheet below the concrete layer before placing of concrete and finishing with power floated and power trowler to obtain the hard surface including provision of expansion joints at 6mtr. intervals across the platform by cutting 6mm wide and full depth of concrete by contractors own mechanical means and filling the gap with polysulphide sealant and adding admixture recon 3S for crack free construction at the rate of 125 gms pack per 50 kg of cement with all lead, lift and other incidental works etc., complete and as directed by the Engineer i/c (All labour, materials,tools and plants etc., including cement by the contractor only)

Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers.

20- KHO -KHO Court @ (Site II in Plloor)

Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying

21- Long Jump Court @ (Site II in Plloor)

Basketball

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only)

NUMBER #

Field (Shotput, Javelin throw, High Jump, Discus Throw)

1-Admin Block - Civil Work @ (Site I in Kalinkarajapuram)

supply and delivery of following casing pipes and specilas

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only)

Supply and delivery & fixing of 200 mm PVC casing pipe (CS) including all charges etc complete

supply deviver

y and fixing of 200mm pvc slotted pipe including all charger etc completed

Supply delivery and fixing of 160mm pipe PVC 10ksc pipe

200mm dia Bore well cover

Supply and delivery of three phase submersible pump set having aduty of 75lpm x 200 m head (as per is 8034/2002 with out panel board etc) 7.5 HP

Supply and delivery of three phase star delta with two level guard and auto start unit panel board etc 7.5 HP

65mm OD UPVC Pipe

4.00 sqmm flat copper cable

50 mm Non Return Valve

50 mm GM Gate valve

50 mm GI Elbow

50 mm GI Union

50 mm GI reduced nipple

50 mm GI hex nipple

50 mm clamp set

Nylon rope

Shellack

Labour charge for the erection of 7.5 HP submerciable pumpset into the bore well with fixing of panel board laying of cable etc. complete and commissioning of pumpset etc completed

Supply and delivery of following pumping main materials

75mm PVC 6ksc pipe

75 mm PVC bend

75 mm PVC MTA

75 mm PVC FTA

75 mm PVC Elbow

65 mm GI Pipe

50 mm GI Union

65 mm GI Coupling

65 mm GI Elbow

65 mm GI Hex nipple

23- Fire Fitting Work @ (Site II in Plloor)

Shellack

65 mm GI Flange set

65 mm GI bend

65 mm GM Gate Valve

50 mm GI reduced nipple

65 mm GI Coupling

Labour charge for the erection of 7.5 HP submerciable pumpset into the bore well with fixing of panel board laying of cable etc. complete and commissioning of pumpset etc completed

65 mm GM Non return valves

63mm PVC 6ksc pipe

63 mm PVC bend

63 mm PVC MTA

Solvent cement

Earth work excavation and deposition on bank with initial lead of 2m narrow trenches for laying of pipe and refing earth for water supply works in the hard stiff clay black cotton hard a earth mixed with small size boulders and gravelly soil as directed by the departmental officers

Lowering the following pipes into trenched for proper grade and alignment etc

Supply and delivery of the following wiring materials

Supply and run of 2 of 4 sq.mm (56/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100 V grade on 7/20 GI bearer wire for service connectin mains SD 67

32mm GI pipe

GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}