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| 1 | Boring, providing and installing bored castin - Situ reinforcement cement concrete pile of specified diameter and length below the pile cap in cement concrete 1:1.5:3 (1 cement, 1.5 coarse sand, & 3 graded stone aggregate of 20 nominal size) to carry a safe working load not less than specified excluding the cost of steel reinforcement but including Bentonite solution mechinery & labour charges etc, all complete. (Length of pile for payment shall be measured from bottom of pile to the bottom of pile cap). Length of payment shall be measured from bottom pile to the bottom of pile cap 300mm dia Piles |
| 2 | Earthwork excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring balsting but inclusive of shoring , strutting and bailing out water whereever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15 c.m thick well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial lead and lifts etc., complete complying with standard specifications. |
| 3 | Supplying and filling the foundation andbasement with stone crusher dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. |
| 4 | Plain cement concrete in mix 1:4:8 ( One cement , four sand and eight aggregate) using 20mm &40 mm BSS HBG metal including cost and conveyence of all meterials to work site and labour charges for mixing, laying, curing etc complete as per the standard specification. |
| 5 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X60cm 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 |
| 6 | Grade Beam |
| 7 | 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 - |
| 8 | Below floor level |
| 9 | 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 ofsteel and binding wire also in all floors. |
| 10 | Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9\" X 4 3/8\"X 2 3/4\" including finishing, curing, etc., complete complying with standard specification - 100CFT |
| 11 | Basement Level |
| 12 | Ground Level |
| 13 | Brick Partition Walls using II class ground moulded chamber bricks of size 9\"X43/8\"X 23/4\"in C.M 1:3 (One part of Cement and Three part of Crushed Stone Sand (M- Sand))using hoop iron reinforcement,if found necessary standard specification including finishing, curing,etc., complete complying with standard specification - 10 sqm |
| 14 | 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 |
| 15 | 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 |
| 16 | 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 beatersfor giving required slope and thickness as directed bythe departmental officers.etc., complete. |
| 17 | Finishing the top of the roof slab with one course of Machine pressed tiles of size 23cm x 23cm x 2 cm of approved quality laid in cementmortar 1:3 ( one cement and three sand)12mm thick mixed with waterproofing compound 2 % by the weight of cement used and the top pointed with red oxide etc., complete complying with standard specification. |
| 18 | Flooring with Cuddapah slabs of 40mm thick over a base mortar in CM 1:3 (One Cement and Three Plastering Sand (P - Sand))20 mm thick and pointed with cement mortar 1:3 ( one cement and three Plastering sand)usimg Black oxide complying with standard specification |
| 19 | Paving the floor with Double charged Vitrified tiles of approved quality and colour of size 600x600x8mm thick of approved make, quality and colour in all floors over a base layer of cement mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 20mm thick and laid straight alignment and pointed neatly with colour cement at the rate of 0.40kg/m2 laid without any air gap in the tiles neatly and fixing in position as per standard specifications and as directed by the departmental officer.The colour & quality of tiles should be got approved by Municipal Engineer before use on work |
| 20 | Paving the floor with design Antiskirt ceramic tiles (colour and shade as directed) of size 305 mm x 305mm x 6 mm in all floors over a base layer of cement mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 20mm thick laid in-situ and pointed with same coloured cement |
| 21 | Painting two coats with approved EXTERIOR EMULSION paint with one coat of primer over cement plastered wall surface and ceiling includingcost of one priming coat, Cost of all materials, all labour charges,brushes, cleaning preparing the surface,scaffolding charges and curing chargesetc, complete as per standard specifications. |
| 22 | 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. |
| 23 | Painting two coats over new iron work for doors , windows and ventilators iron bars weld mesh wire mesh screen, steel bars flats and other similar works etc., with two coats of approved first quality of synthetic enamel paint over the existing tred oxide primer in all floors The rate inclusive of cost of all materials and labour brushes and scaffolding charges etc., complete complying with standard specification.(Thepaint should be got approved by the MunicipalEngineer before use on work) |
| 24 | FRP Door Sutter with FRP Door Frames made out of FRP Sheets of 3mm thick of over all size 65mm x 50mm with rebate suitably reinforced using MS Angle / Flats, cost of holdfasts and Solid Core FRP Shutter Panel of 5mm thick and hollow core frames of 3m wall thickness for styles and rails etc., of sizes specified by Engineers |
| 25 | 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 25GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with spag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown olour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved from the executive Engineer before use on work |
| 26 | Wiring with 2x1.5sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100V grade insuitable PVC rigid pipe concealed in wall and ceiling with PVC accessories inflush with wall with 3mm thick hylum sheet cover with TW switch box and 5AFT switch with continuous earth wire connection of 1.5sq.mm copper wire for making good of the concealed portion with suitable colour for PVC concealed light point / fan point (for electronic regulator) SD23. |
| 27 | Wiring with 2x1.5sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100V grade insuitable PVC rigid pipe concealed in wall and ceiling with PVC accessories inflush with wall with 150mmx100mmx113mm TW switchbox with 3mm thick hylemsheet cover for 5A3 pin non interlocking wall socket with 5A flush type switch with continuous earth wire connection of 1.5sq.mm copper wire and making good of the concealed portion with suitable colour for concealed PVC plug point ..SD 38 |
| 28 | Supplying andfixing of 18W LED Tube Light for T8 Fitting (Single Side) approved qulityincluding cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications(SOR 2023-24,P.No.121) |
| 29 | Supply and fixing of AC ceiling Fan complete 1400 mm 56\" sweep with 300mm down rod( With Regulator ) cromplton make SD106 |
| 30 | Providing and fixing PVC. Rainwater Downfall pipes of 110mm diametre with necessary shoes, bends and other speicals, clamps, screws, nails, teakwood plugs etc., complete including cost of all materials.The rate is to include cost of removable cast iron Gratings of appropriate size.The size of teakwood plugs to be used is 150mm * 25mm in front and 200mm * 75mm in rear and all other sides with a depth of 100mm.The pipe is to be fixed by means of \"U\" clamps at the cnetre of the pipe screwed to the plugs.The special type of \"U\" clamps at the centre of the pipe to be fixed in addition to these for more than three metres pipe length etc., complete cost including cost and conveyance of all materials, labour charges and all other incidental charges etc., complete as per standard specifications. |
| 31 | Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. |
| 32 | Supplying and laying Rubberised interlocking Paver blockM40 grade Providing and laying of63mmthick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with sand cushion below the uniform shap of approvednon skitting surface in the top and the rate including levelling the base preparation ofpavers as sub base, sand cushion 150mm thick layingout of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,. |
| 33 | Drilling of borewells of size 6\"\" to 8\"\" dia in sedimentary formation using hand boresets including insertion of casing pipes and removal of casing pipes etc.,including collection of samples as directed by the TWAD Board officers. |
| 34 | Reaming from 140/150mm dia pilot bore to 300mm dia above as directed by the departmental officers up to 60m depth ending below GL. |
| 35 | Supply and delivery of un plasticised for 140mm dia plain PVCpipes with socket ends and centering guides for every 15mtr length of pipes as per is 12818/92 and as amended from time to suit deep bore well up to 80m depth (CS) for delivery at site w |
| 36 | Supply and delivery of un plasticised for 140mm dia plain PVC slot casing pipes with socket ends and centering guides for every 15mtr length of pipes as per is 12818/92 and as amended from time to suit deep bore well up to 80m depth (CS) for delivery at s |
| 37 | Labour Charges for inserting PVC Casing pipes assembly (with slots or without slots) in the drilled hole including jointing the pipes with PVC Couplers with Cement paste etc., complete, supply and packing the annular space with pebbles of size and quality as approved by the executive engineers of TWAD Board |
| 38 | Supply delivery and fixing of DN 140mm Pvc end cap suitable for the above pipes with ISI marking inclusive at all take etc., complete |
| 39 | Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required 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. |
| 40 | Supply and delivery of single phase submersible pump set with motor as per ISI, 20 lpm x 40m head including panel board consist of following 1. Relay with ISI mark.2 Contact Unit ISI mark starter. |
| 41 | Supply and delivery of following pipe and specials conforming to is 554/86Pump set |
| 42 | 40mmpump set erection.hdpe |
| 43 | 40mm GI elbow |
| 44 | M.S. clamp set |
| 45 | Supply and delivery of wiring Materials for EB service connection for Pump set |
| 46 | 1.5mm flat copper submersible cable |
| 47 | 1HP Starter Panel board |
| 48 | Supplying and fixing in position best approved of BIS quality PVC Waste waterpipes having a pressure of 6 kg. / sq.cm including cost of special clamps, brass screws, nails, etc., and fixing of cast iron gratings at junction of parapet and the RCC roof slab including finishing neatly etc., complete. The rate shall be inclusive of cast of removable cast iron grating. The PVC pipe shall be fixed in wall with special type of \"U\" clamp at the centre of the pipe line in addition to those for more than 6.0 meter pipe length, etc., complete complying with standard specification. |
| 49 | 110mm dia pipe |
| 50 | 90mm dia pipe |
| 51 | Supply and delivery and fixing of HDPE tank as per IS 12701 / 1996 including loading,unloading, transportation and labour charges for fixing of the GI pipes and specials for pipe connection works including cutting, threading and fixing charges etc., |
| 52 | Supplying, laying and jointing PVC pipes (having working pressure 10 kg. / sq.cm) of approved quality and best variety conforming to BIS of the following dia including cutting, threading and fixing PVC specials using PVC adhesives (but excluding cost of such specials) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges, etc., complete complying with standard specifications.The PVC pipes shall be got approved by Executive Engineer before use on works. |
| 53 | 25mm dia |
| 54 | 32mm dia |
| 55 | Supplying PVC Specials (with working pressure 10 kg. / sq.cm.) in water supply arrangements (both in internal and external water supply arrangements |
| 56 | 25 mm Dia Coupler |
| 57 | 32 mm Dia Coupler |
| 58 | 25 mm Dia Elbow |
| 59 | 32 mm Dia Elbow |
| 60 | 25 mm Dia BEND |
| 61 | 32 mm Dia BEND |
| 62 | 25 mm Dia Tee |
| 63 | 32 mm Dia Tee |
| 64 | 25 mm Dia End Cap |
| 65 | 32 mm Dia End Cap |
| 66 | 20 mm x 15 mmReducer |
| 67 | 25 mm x 20 mm Reducer |
| 68 | 32 mm x 25 mm Reducer |
| 69 | Supplying and fixing in position PVC specials of the following dia and types of approved quality confirming to BIS and providing leak proof joints including fixing to the walls and giving connection to the PVC soil stacks, dismantling the masonry or RCC works and re-doing the dismantled portion to original condition etc., complete complying with standard specifications. (The PVC specials should be got approved by the Executive Engineer before use on works). |
| 70 | 110mm dia |
| 71 | 90mm dia |
| 72 | Add GST 18% |
