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| 1 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum |
| 2 | Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification |
| 3 | Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9\\" X 43/8\\"X 2 3/4\\" including finishing, curing, etc., complete complying with standard specification - 100CFT |
| 4 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 |
| 5 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. |
| 6 | Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - |
| 7 | Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications |
| 8 | Plastering with cement mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 10mm thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications |
| 9 | Supplying and fixing in position Cement based hydrualically pressed Anti-Skid tiles (pattern design) 20mm thick in cement mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 20mm thick and pointed with same colour of cement etc., complete as per standard specification |
| 10 | Dadooing walls with Glazed tiles of sizes 305mm X 200mm X 6mm size of approved make and quality and colour Set in cement mortar 1:2 (One part of Cement and two part of Plastering Sand (P- Sand)) over 10 mm base layer plastering and pointing with white cement neatly as directed. |
| 11 | Weathering Course with Concrete Broken Brick (S.I.No.278) & ( P & D) Data 54.Jelly 20mm gauge in pure slaked lime (no sand to be added) over roof slab,the proportion of brick jelly to lime being '32 to 12.5 well beated with wooden beaters for giving required slope and thickness as directed by the departmental officers etc., complete.-10 cum |
| 12 | Finishing the top of roof with one course of machine pressed tiles of size 200 mm x 200 mm x 20 mm of approved quality in Cement Mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 12 mm 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 |
| 13 | Supply and fixing of M.S Grills with Doors and Windows with one coat of Red oxide with Primer including all costs such as welding,grinding and fabrication charges, cost and conveyance of all materials to site etc,complete as per standard specification. |
| 14 | Painting two coats of newly plastered wall surface with ready mixed Cement paint of first quality and of approved colour over a priming coat including preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required etc., complete complying with standard specification. |
| 15 | Painting two coats with Ready Mixed Enamel Paint over the new iron works of approved quality and colour without priming coat including the cost all materials etc.,complete, in all floors. |
| 16 | Supply and Delivery of 2000 ltr HDPE Tank as per IS 12701/1996 including laoding unloading , Transportation and labour charges for fixing of the GI pipes and Specials for pipe connection works including cutting, threading and fixing charges etc |
| 17 | Geological suevey for new bore well point. |
| 18 | Supply and run of 2×4 sq mm (56/0.3) PVC insulated Single core unsheathed Copper conductor cable of 1100V grade in 25mm dia GI pipe (class B) suitably bent at both ends with necessary angleovor upright and end supports for main.(SD-70) |
| 19 | Supply and fixing of TNEB meter board suitable for 32A single phase service connection with 32A fuse unit (500V) 32A neutral link and earth link (1\\"x1/8\\"copper flat) on TW plank of size 375mmx300mmx19mm with supporting TW reepers of 1\\" thick an either side with painting with suitable bolt and nuts for fixing the TW plank on wall with earth connection and interconnection with 7/20 PVC insulated copper wire from EB meter to fuse unit with 1No 40Amp 30MA Double Pole RCD / RCCB (Lower End) with suitable necessary connection -SD 126 |
| 20 | Wiring with 2×1.5 sq mm (22/0.3) PVC insulated SC unshethed on conductor of 1100V grade in suitable PVC rigid pipe on wall and ceily with PVC accessaries and with TW suitable box and 5A F.T switc with painting of suitable glam for open PVC light point / fan point. (SD-18) |
| 21 | Supply and fixing of 65mm dia GI pipe (Class 'B') of 4 metre length with 300mmx300mmx6mm MS base plate duly welded at the bottom and with concreting and constructionon masonary pedestal with MS box of 30cmx20cmx10cm with angle iron frame work with door with lock and key arrangements and with supply and fixing of 30WLED street light fitting with bulb and fixing of 1No. 70W SV lamp and with supply and fixing of 16A fuseunit,(500V) ,5A SP switch inside the MS box and painting with suitable colour-SD 99 |
| 22 | Drilling to borewells of size 4\\" to 5'' dia in sedimentary formation using hand boresets including insertation of casing pipes and removal of casing pipes etc., including supplying and packing of pebbles and conveyance of hand boresets including loading and unloading etc., complete |
| 23 | Supplying and Delivery of 150mm dia PVC casing pipe as per IS1 2818/2010 including cost Materials and Transportation etc complete (CM) |
| 24 | Supply and deliver of single phase compressure motor with ISI marking as per specification for the duty condition with suitable for installation in 110mm dia borewell etc complete (1.50HP× m duty condition) |
| 25 | Supply of 1.50Hp compressure motor's starter including cost conveyance to site etc complete. |
| 26 | Labour Charges for erection of Horizontal shaft, centrifigal pumpset (Coupled/Monoblock) in borewell/ Openwell including fixing of suction pipe and foot valve upto a maximum depth of 7 metres and delivery pipes to the required length with valves, pressure guages up to the exterior wall of pump room and erection of panel Board consisting of TPIC switches starter, Voltmeter, Ammeter, Capacitor single phasing preventor and laying and jointing the cables and twin earthing as per IE rules including providing bed blocks etc., Complete and operating the pumps and trail run for 10 days including signing of completeion of reports as required by EB Authorities (Up to 3 HP) |
| 27 | Supply of 1\\" HDPE Hose |
| 28 | Supply of 1/2\\" HDPE Hose |
| 29 | Supply of 1/2\\" GI Pipe |
| 30 | Supply of 1\\" CPVC Pipe |
| 31 | Supply of 1\\"x1/2\\" Bore Coupling |
| 32 | Supply of Bore Bottom Valve |
| 33 | Supply of 20mm PVC Tap |
| 34 | Supply and laying of 2 x 6 sq.mm PVC armoured Copper LTUG 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 193 Please Enable Macros to View BoQ information |
