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| 1 | 1.Improvement the Play Ground at Nilakottai Government Higher Secondary School in Nilakottai Town Panchayat Est RS 50.00 Lakhs |
| 2 | Admin Block - Civil Work |
| 3 | Dismentalling the Complete Damaged One Course of Presed tiles as per std. specifications etc., complete. |
| 4 | Chipping the damaged Cement concrete including cost and conveyance of all material to site and all labour charges etc,completed |
| 5 | Removing Old Cement Plaster including all labour charges etc., complete as per standard specification |
| 6 | 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 M.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 |
| 7 | 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. |
| 8 | 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 Crushed stone M.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( 10 % New tiles & 90 % Old Tiles) |
| 9 | 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). |
| 10 | 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. |
| 11 | Supplying and painting two coats Old iron work such as steel doors ventilators, window bars etc., (WITHOUT PRIMER) |
| 12 | Manufacturing supplying and fixing of steel door with the following specification MS angels of size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames stiffeners with 32 x 6mm M.S flat is provided at required intervals in the shutter frame. 18-gauge C.R. sheet laid as panel in the shutter and welded intact. M.S. flat 18x5mm is welded over the 32 x 6mm M.S. flat M.Sandwitching the C.R. sheet in between additional stiffeners with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter, 3nos. of hinges in case of single leaf and 6nos. of hinges in double leaves shutter to be provided 6nos. of holdfasts 120 mm in length made of angle section spliced at the ends are welded to the outer frames of the door. Tower bolts 2nos. one at the top and the other at the bottom are provided 1no. Aldrop is provided incase of double leaf door at lock rail section in the door in single leaf door, one more aldrop is provided in the inner lock rail section of the door One rotaing locking arrangements for the inner side of the door and additional provision for locking arrangements for lock is provided on the rear side of the door at an appropriate place. Incase of double leaf door M.S.Flat 32 x 3mm at 1.1Kg/m is provided on the one shutter t conceal the gap between the two shutters.at an appropriate place in the door. A tie bar is provided at the bottom of the frame to prevent twisting of frame during transportation and fixing. All members are given a coat of red oxide primer as directed by the departmental officers. The rate includes cost of all materials, labour charges, transportation to site of work, loading, un loading and all other incidental charges etc., complete. |
| 13 | Manufacturing, supplying and fixing in position of steel windows with the following specifications. Outer frames of windows made of \\"Z\\" section F7D of size 33 x 25 x 3mm at 1.419kg/m and mullion \\"J\\" section (F4B) of size 46 x 25 x 3mm at 2.28kg/m and shutter section of made of F7D of 33 x 25 x 3mm at 1.419kg/m as specified in IS 7452/1990. ach openable shutter should not exceed a width of 600mm to enable separate operations and easy maintanenance. The panel of the shutters to be covered with 18 gauge cold rolled sheet of superior quality and welded intact with shutter frames. Horizontal stiffeners using 18 x 5mm MS flat at 0,70kg/m at 3Nos. for each shutter and additional diagonal stiffeners of the same MS flats at all the four corners of each shutters to the suitable length welded to the shutters, for holding the CR sheets in position firmly. Steel Window |
| 14 | Admin Block - Plumping Work |
| 15 | Supplying and fixing in position White / Colour Glazed Model Floor Mounted European Water Closet of best quality and approved make with 100mm “P” or “S” trap connecting with CI pipe of 100mm dia / PVC pipe of 110mm dia, double flapped rigid PVC black seat and seat cover with CP brass hinges including cost of white cement, cement for packing, spun yarn, teak wood plugs, brass screws, etc., including supplying and fixing 10 litres capacity PVC /12.5 litres capacity porcelin low level flushing tank with a pair of CI brackets, etc., complete with all fittings, such as, 15mm brass ball valve with polythene float with brass handle, union coupling connected by means of 40mm white PVC flush hand using indian adopter joint including all internal fittings, such as, 15mm bras connections, 15mm GM wheel valve, 15mm brass nipple (2 Nos.), 15mm nylon connection, TW plugs, screws and also giving necessary connection to the PVC pipe and painting the CI brackets with 2 coats of approved paint over one coat of red oxide primer, dismantling the masonry and re-doing the dismantled masonry to original condition,etc., complete complying with standard specifications. (The EWC and flushing tank with all accessories should be got approved by the Executive Engineer before use on works) Floor Fitting |
| 16 | Supplying and fixing in position best quality and approved make Indian made colour glazed earthernware wash hand basin of size 550 x 400mm (without pedestal) with a pair of cast iron brackets, including cost 15mm dia brass CP pillar tap, 32mm dia \\"B\\" class GI waste pipe with rubber plug and chain, 15mm dia GM wheel valve, 15mm brass nipple, 15mm dia nylone connection, 32mm dia CP brass waste coupling including fixing of wash basin using CI brackets on to the wall in position with TW plugs and screws, rubber washers, white lead and giving necessary water supply connection and painting the brackets with two coat of painting over a priming coat of anti-corrosive paint including testing for leakages etc., complete complying with standard specification and as directed by the departmental officers. (The wash hand basin and specials should be got approved by the Executive Engineer before use on works). |
| 17 | Supplying and fixing in position 15mm dia following taps (heavy duty) of approved make conforming to BIS specifications and quality including cost of shellac, thread, etc., complete complying with standard specification and including cutting and threading wherever necessary.(Taps should be got approved by the |
| 18 | Long body tap CP Down Tap |
| 19 | Concealed Stop Cock |
| 20 | Seating Gallery -RCC |
| 21 | 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. |
| 22 | 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. |
| 23 | 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 . |
| 24 | 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. |
| 25 | 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. |
| 26 | Footing ,Plinth beam ,Column upto Basement |
| 27 | Plain surfaces Roofslab,floorslab,beams,lintels,loft,sillslab,staircase waist,portico slab and other similar works. |
| 28 | 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. |
| 29 | Column footing - Foundation basement |
| 30 | In Ground floor |
| 31 | 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) |
| 32 | 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. |
| 33 | 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. |
| 34 | 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. |
| 35 | Football Ground |
| 36 | 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. |
| 37 | 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 officerswith an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete |
| 38 | 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. |
| 39 | Valley Ball Court |
| 40 | 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. |
| 41 | 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. |
| 42 | 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. |
| 43 | 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. |
| 44 | 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. |
| 45 | Supplying and erecting centering for Kerb Wall HW-W0143 |
| 46 | Basket Ball Court |
| 47 | 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. |
| 48 | 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. |
| 49 | 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. |
| 50 | 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. |
| 51 | In Foundation & Basement Level. |
| 52 | 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. |
| 53 | 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) |
| 54 | HDPE Sheet: Supplying a and Laying 300 micron HDPE sheet below RCC/ Cement concrete flooring of approved colour/ make. The rate should include cost of 150mm overlapping all complete as directed by the departmental officers. |
| 55 | 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. |
| 56 | In Foundation & Basement Level. |
| 57 | In Ground Floor |
| 58 | 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 islaid) |
| 59 | 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) |
| 60 | For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab,portico slabs and beams, etc. |
| 61 | For plane surfaces such as rectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc. |
| 62 | 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) |
| 63 | 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) |
| 64 | Supplying and painting the walls with two coats of wall putty asinstructed by the departmental officers including preparation ofsurface curing, etc., complete in all floors complying with standardspecifications (The wall putty shall be got approved by the Executive Engineer before use of work). |
| 65 | 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. |
| 66 | 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.) |
| 67 | Open Kabadi Court |
| 68 | 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. |
| 69 | 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. |
| 70 | 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. |
| 71 | Compound Wall -22 m |
| 72 | Earth work Excavation for foundation in all soil and sub-soil upto 0.30m depth etc. complete as per SS 20B. |
| 73 | 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. |
| 74 | Cement concrete 1:4:8 mix using 40mm iss HBG metal for foundation & flooring including labour charges etc., complete |
| 75 | 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. |
| 76 | Supplying and erecting centering for sides Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc., BL Ground |
| 77 | Supplying and erecting centering for sides Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,Above Ground |
| 78 | Supplying fabricating and placing in position of ribbed steel rods for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors etc., complete |
| 79 | Brick work in cement mortar 1:5 mix using country bricks 230 x 110 x 70mm andand conveyance of all materials to site and all labour charges etc complete |
| 80 | Plastering with cm 1:5 mix ( one cement and five sand ) to 12 mm thick including cost and conveyance of all materials in all floors etc.,as directed by departmental officers etc, complete complying with standard specifications. |
| 81 | Painting two coats with ready mixed Exterior Emulsion paint of approved qualityand colour over a priming coat, including through scrapping,clean removel of dirt etc complete . |
| 82 | RO Plant |
| 83 | 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 250 Litres Capacity |
| 84 | MEDAL PODIUM |
| 85 | 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 |
| 86 | 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, wateredand consolidated etc. complete complying with standard specification. |
| 87 | 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. |
| 88 | 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 |
| 89 | Brick work in Cement Mortar 1:5 ( One cement, Five sand) using best quality of Second Class Ground Moulded Chamber Burnt Bricks 9\\" x 4-3/8\\" x 2-3/4\\" for foundation and basement including curing, etc., complete complying with standard specifiction. |
| 90 | In Foundation & Basement Level. |
| 91 | 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. |
| 92 | 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.) |
| 93 | Solar Street Light WORK |
| 94 | 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. |
| 95 | FIRE FIGHTING WORKS |
| 96 | 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) |
| 97 | 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) |
| 98 | First Aid Box complete with all First Aid Medicines (M- 1977) |
| 99 | Electrification |
| 100 | Wiring 2 x 1.5 sq.mm (22/0.30)PVC insulated unsheathed SC.cu.conductor of 1100 V grade in suitable PVC rigid pipe on wall and ceiling with PVC accessories with TW switch box with in flush with wall covered with hylem sheet of 3 mm thick with painting of suitable colour for concealed PVC light/ fan point (SD No.25) |
| 101 | Supply and fixing of single box type 4'40 W fluorescent fitting complete with coppe rchoke and condensor with TW round blocks on wall or ceiling with flu tube with PVC unsheathed FRLS copper leads from terminals to the fitting (SD 88 ) |
| 102 | Wiring 2 x 1.5 sq.mm (22/0.30)PVC insulated unsheathed SC.cu. conductor of 1100 V grade in suitable PVC rigid pipe on wall and ceiling with PVC accessories with TW switch box with in flush with wall covered with hylem sheet of 3 mm thick with painting of suitable colour for concealed PVC plug point (SD No.38) 5 pin plug point |
| 103 | supply and fixing of 1200mm sweep AC ceiling fan complete with stepped electronic regulator with 300mm down rod on the existing clamp SD 106 |
| 104 | Supply and fixing of water tight Bulk Head fitting with guard (Philips / Bajaj / Crompton / Klite) suitable for incandencent lamp and 60W bulb (SD N0.83) |
| 105 | Supply and run of 2 of 1.50 Sq.mm polythene insulated PVC sheathed heavy duty SC Copper conductor of 1100 V grade on 7/20 GI bearer wire for service connection mains (SD No.64) |
| 106 | Supply and run of 2x4 sqmm (22/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V grade in 25mm dia GI pipe (Class 'B') suitably bent at both ends with necessary angle iron upright and end supports for mains SD 70 |
| 107 | Supply and Fixing of 16 Amps DP Switch of 500V with Metal Clad with Fuse and Neutral SD 142 |
| 108 | Sports Equipment & Kit (LS) |
| 109 | Volley Ball Post: supply and installation of volleyball G.I posts as per standard diameter, complete with all essential accessories and fittings. |
| 110 | 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. |
| 111 | Volley Ball: Supplying of an approved-brand volleyball, meeting official standards. Pricing includes all costs. |
| 112 | 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. |
| 113 | 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 andfittings. |
| 114 | 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. |
| 115 | Foot Ball: Supplying of an approved-brand Football, meeting official standards. Pricing includes all costs. |
| 116 | Basket Ball Post: Supplying and Insatalation of 25mm thick acrylic board with basket, complete with all essential accessories and fittings. |
| 117 | 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. |
| 118 | Basket Ball: Supplying of an approved-brand BasketBall, meeting official standards. Pricing includes all costs. |
| 119 | Football |
| 120 | Volleyball |
| 121 | Basketball |
| 122 | Open Kabaddi Area |
| 123 | Borewell Arrangements |
| 124 | Geophysical survey charges |
| 125 | Drilling of 6\\" dia vertical borewell in over burden soil as per the recommendation of hydrologist including the rig transportation inserting of casting pipe and flushing etc complete |
| 126 | Drilling of 6\\" dia vertical borewell in hard rock area as per the recommendation of hydrologist including the rig transportation and flushing etc complete |
| 127 | supply of 150 mm PVC casing pipe (CS)( WD-M0027) |
| 128 | Labour Charges for inserting PVC casing pipes assembly (with slots or without slots) in the drilled hole including the jointing the pipes with PVC couplers with cement paste etc. complete ( TWAD SOR WD-W0830 Page No 221 ) |
| 129 | PUMPSET ERECTION |
| 130 | supply of 5.0 HP submersible pumpset with panel board having duty of 50 LPM x 175 meters head with ISI mark ( WD-M1620 ) |
| 131 | supply of Panel board with ISI mark ( WD-M1912 ) |
| 132 | 50 mm U.P.V.C Column pipe ISI (WD-M0051) |
| 133 | 40 mm GI pipe B class ISI ( WD-M0488) |
| 134 | 40 mm GI pipe coupling (heavy type) ISI ( WD-M0596) |
| 135 | 40 mm GI gate valve (WD-M0618 ) |
| 136 | 40 mm GI elbow ( WD-M0594) |
| 137 | 40 mm GI union ( WD-M0603) |
| 138 | 4.0 sq.mm cable (WD-M1975 Page 124) |
| 139 | 40 mm MS clampset (WD-M0617) |
| 140 | 40 mm GI Nonreturn valve (WD-M0618 ) |
| 141 | 40 mm GI pipe HEX nipple ( WD-M0599) |
| 142 | 40 mm GI Tee ( WD-M0595) |
| 143 | 25 mm PVC pipe (Super Thick) for cable encasing |
| 144 | 25 mm PVC bend |
| 145 | Supply of 63mm dia PVC Pipe 4 Kg/sq.cm |
| 146 | Supply of 2000 Liter HDPE Tank |
| 147 | Errection of submersible pumpset into borewell including fixing and joining cable with proper clamps into the level to required depth and also fixing the riser pipe to required depth, panel board fitting, valve fitting and control equipment fitting, etc., (TWAD WD-W0869 Page 225 ) |
| 148 | Earthwork excavation for hard stiff clay and hard rock earth and pipe laying, jointing and refilling the trench with excavation soils for Water Line Line |
| 149 | Earthwork excavation for hard stiff clay and hard rock earth and pipe laying, jointing and refilling the trench with excavation soils for Cable Line |
| 150 | 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} Please Enable Macros to View BoQ information |
