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| 1 | BOREWELL |
| 2 | Charges for developing the Borewell with air compressor of 600 CFM capacity (Minimum 4 Hours) including transportation, labour and fuel charges for compressor as directed by TWAD Officers and conducting yield test by \"V\" notch method Note : I) 150 mm dia bore, reaming should be done upto 300mm dia. II) 200 mm dia bore, reaming should be done upto 300mm dia and thereafter 400,450 etc |
| 3 | Earthwork excavation for foundation in all soils and sub soils in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to full depth as may be directed,except in hard rock,requiring blasting including shoring and shuttering and bailing out of water wherever necessary,refilling the sides of foundation with excavated earth or sand in layer of not more than 15cm thick.well rammed and consolidated and depositing on bank with initial lead and lift of 10m & initial lift of 2m and depositing the surplusr earth within the compound in places shown by the departmental officers with iniital lead and lifts,clearing and levelling the site etc., complete as per SS20B and as directed by departmental Engineers(TNBP No.20B). |
| 4 | Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate and Eight Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). |
| 5 | Supplying and erecting centering for sides and soffits including supports and strutting uptp 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNBP No.30 |
| 6 | Reinforcement Cement concrete 1:1 1/2:3 (One cement, one and half sand and Three aggregate) using machine crushed 20mm gauge hard broken stone jelly for all RCC items of work excluding centering strutting, and reinforcement grills placed in position but including mixing concrete, laying and vibrations charges, curing, etc complete and including providing fixtures like fan clamps in the RCC floor or roof slabs wherever necessary etc. complete complying with standard specification( TNBP No:30) |
| 7 | Supplying, fabricating and placing in position mild steel or ribbed tor steel for all reinforced cement concrete works as per design given including cost of steel and binding wire with all conveyance and lead charges in all floors etc.complete complying with standard specifications and as directed by the deparmental engineers. TNBP No:30 |
| 8 | Brick Work in CM 1:5 (One part of cement & five parts of sand) mix using II Class Bricks of size 9 ” x 4 3/8 “x 2 3/4 ” including cost and conveyance of materials to work site and including all labour charges for mixing, laying, curing the concrete etc., complete as per standard specifications and as directed by departmental Engineers – TNBP No:31 |
| 9 | Plastering with CM 1:5 (One part of cement & five parts of sand) mix for 12mm thick including cost and conveyance of all materials to work site and including all labour charges for mixing, laying, curing,finishing etc., complete as per standard specifications and as directed by departmental Engineers – TNBP No:56&57 |
| 10 | Painting two coats with ready mixed Plastic Emulsion Paint S.I.358 Plastic emulison paint of\"approved quality and colour over a priming coat, including thorough scraping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required including cost and conveyance of all materials etc.and all lobour charges etc.complete as per Standard specification and as directed by the departmental officers. TNBP No:66-A |
| 11 | Supply and delivery and fixing of 1000 Liter Capacity HDPE Water tank as per ISI 12701/1996 including loading,unloading, transportation and labourcharges for fixing charges etc.Complete |
| 12 | Supply and delivery of 1.50HP Single phase Submerssible Pumpset as per Is 8034 with out Panal Board including all labour charges etc,But Excluding Excise Duty&VAT (20 Lpm x 100mHead) etc.Complete |
| 13 | Supply and delivery of 1.50HP Single phase Panal Board With two level gurd and Auto Start including all labour charges etc But Excluding Excise Duty&VAT ,etc.Complete |
| 14 | Supply and delivery of pipes and pipes specials including all charges etc., |
| 15 | 2.50 sq.mm PVC insulted copper flat cable |
| 16 | 32 mm Dia UPVC.Pipes for submersible motors in borewell |
| 17 | 32 mm dia G.I.Bend |
| 18 | 32 mm dia G.I.Union |
| 19 | 32 mm dia G.M Gate valve & Non Return Valves |
| 20 | 150 mm dia Bore cap |
| 21 | 150 mm dia Bore Clamp set of 65mm Width |
| 22 | 25 mm Dia GI.Pipes |
| 23 | 20 mm dia G.I.Elbow |
| 24 | 20 mm dia Waste Not Tap |
| 25 | 16 Amps DPIC Main |
| 26 | Labour charges for the erection of submersible pumpset(Up To 5Hp) in Borewell including fixing jointing submersible cable with proper clamps up to starter to required depth ande also fixing of riser pipes to the recquired depth valves erection clamps,pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, voltmeter,Ammeter,Three pilot (indicating) lamps capacitor single phasing preventor,Water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days etc.Complete Please Enable Macros to View BoQ information |
