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| Sl. No. | Item Description |
| 1 | Labour Charges for providing bored cast – in – situpiles of 600 mm dia to the required depth from the existing ground level including boring through ordinary soil other than soft rocks hard stratum and providing arrangements for concreting by tremie pipe method as per ISI 2911 excluding the cost of concrete, steel ad fabrication of reinforcement in position but including the cost of mobilization charges bentonite solution, clearing the removal mud away from the vicinity of the site and hire charges of all other tools and plants and rig required for the work etc., complete in all respect as directed by the Departmental Officers. |
| 2 | Test of single pile under routine load test, test load should be 1600 KN as per the testing inclusive all charges for extention or cutting of pile that may be necessary errecting loading platform in the manner acceptable and approved by departmental officer with labour and other incidental charges for loading and unloading test load and hire charges and all other incidental charges for conducting test including retaining the test load for 24hours at 100% capacity test certificate and caliberation charges for pressure gauge are to be produced to the Executive Engineer, Executive Engineer incharge before commencing day of test, caliberation of pressure gauge has to be done before taking up the Ist load test in every site of work for piles of 600mm with test load, (1600 KN) etc complete in all respects as directed by departmental officers. |
| 3 | Providing and laying in position, Standardized Concrete Mix M-30 Grade in accordance with IS 456-2000, using 20mm and downgraded hard broken granite stone jelly for all RCC tems of works with minimum cement content of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticizer super plasticizer) recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg of M-Sand, but excluding cost of reinforcement gril and fabricating charges, centering and shuttering and also 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, etc complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials) In All floors. |
| 4 | Earth work excavation for foundation with all leads and lifts in all soils and subsoil’s to the required depth as may be directed except hard rock requiring blasting inclusive of shoringstrutting and bailing out water wherever necessary refilling the sides of foundation with excavated earth in layers of 15 cm thickness well consolidated depositing thesurplus earth in places shown and leveling the site with all initial leads and lifts etc complete complying with relevant standard specification etc complete in all respects as directed by departmental officers. |
| 5 | Filing in foundation and basement with M-Sand in layers not exceeding 15 cms thick well watered rammed and consolidated complying with relevant standard specification including the cost of Supplying M-Sand etc., complete in all respects as directed by the departmental officers. |
| 6 | Filling in foundation and basement with Quarry dust in layers not exceeding 15 cm thick well watered rammed and consolidated complying with relevant standard specification including the cost of supplying Quarry dust etc., complete in a respects as directed by the departmental officers |
| 7 | Cement concrete 1:4:8 (one of cement, four of M-sand and eight ofhard broken stone) using 40mmsize hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing, etc complete in all respect as directed by the departmental officers. |
| 8 | Supplying fabricating and placing the following kinds of steel grills for reinforcement Fe 500D Grade steel reinforcement bars as per IS 786:1979 for all reinforced cement concrete works such as plinth beam, lintels, beams, sunshade, roof and floor slabs etc., including cost of steel and fabricating the reinforcement grills in position etc., complete in all respect as directed by the departmental officer ( In all floors) (The rate to include the cost of binding wire steel also, steel rods for all sizes) |
| 9 | Providing form work for centering, shuttering etc., for all reinforced concrete work such as plinth beam, raft beam, raft slab, grade beam etc., including strutting and shuttering wherever required using MS sheets of suitable size ofBG 10, stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5 cm (Spaced about 91cm center to center) distance and supported by casurina props of size 10cm-13cm dia (spaced at 75 cm center to center) and removing the same after a specified period without damaging RCC works in all floors etc., completein all respects as directed by the departmental officer. (for column footing, Grade beam / Plinth beam) |
| 10 | Providing form work for centering, shuttering etc., for all reinforced concrete work like slab, beams, lintels, loftetc., including shuttering, upto3.00m high using MS sheet of size 90cm x 60cm and BG 10, stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5 cm (Spaced about 91cm center to center) distance and supported by casurina props of size 10cm-13cm dia (spaced at 75 cm center to center) and removing the same after a specified period without damaging RCC works in all floors etc., completein all respects as directed by the departmental officer. (For Slabs, Lintels & Lofts) |
| 11 | Providing form work for centering, shuttering etc., for all reinforced concrete work like lintels, window boxing etc., including shuttering, upto3.00m high using MS sheet of size 90cm x 60cm and BG 10, stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joist of size 10 cm x 6.5 cm (spaced about 91cm centre to centre) distance and supported by casurina props of size 10cm to 13cm dia (spaced at 75cm centre to centre) and removing the same after a specified period without damaging RCC works in all floors etc completein all respects as directed by the departmental officer. (Sunshade/Window/Boxing / column) |
| 12 | Brickwork in cement mortar 1:5 (One of cement and five of M-sand) using fly ash bricks of size 230mm X 110mm X 70mm in foundation and basement including dewatering wherever necessary proper setting and curing etc. complete in all respects as directed by the departmental officer. |
| 13 | Brick Work in Cement Mortar 1:6 (One of cement and Six of M-sand) using fly ash bricks of size 230mm X 110mm X 70mm for superstructure in the following floors including fixing the frames of doors and windows scaffolding, proper setting curing etc., complete in all respect as directed by the departmental officers. |
| 14 | Stilt Floor |
| 15 | First Floor |
| 16 | Second Floor |
| 17 | Third Floor |
| 18 | Fourth Floor |
| 19 | Fifth Floor |
| 20 | Sixth Floor |
| 21 | Seventh Floor |
| 22 | Eighth Floor |
| 23 | Nineth Floor |
| 24 | Tenth Floor |
| 25 | Eleventh Floor |
| 26 | In Terrace Floor |
| 27 | Masonry work using AAC Blocks (Auto Claved Aerated Concrete Blocks) in Cement Mortar 1:6 (One of cement and Six of M-sand) of size 600mm X 200mm X 200mm for superstructure in the following floors including proper setting curing etc., complete in all respect as directed by the departmental officers. |
| 28 | Stilt Floor |
| 29 | First Floor |
| 30 | Second Floor |
| 31 | Third Floor |
| 32 | Fourth Floor |
| 33 | Fifth Floor |
| 34 | Sixth Floor |
| 35 | Seventh Floor |
| 36 | Eighth Floor |
| 37 | Nineth Floor |
| 38 | Tenth Floor |
| 39 | Eleventh Floor |
| 40 | Masonry Walls using AAC Blocks (Auto Claved Aerated Concrete Blocks) in Cement Mortar 1:5 (One of cement five of M-sand) of size 600mm X 200mm X 100mm for superstructure in the following floors including fixing the frames of doors and windows scaffolding, proper setting curing etc., complete in all respect as directed by the departmental officer. |
| 41 | Stilt Floor |
| 42 | First Floor |
| 43 | Second Floor |
| 44 | Third Floor |
| 45 | Fourth Floor |
| 46 | Fifth Floor |
| 47 | Sixth Floor |
| 48 | Seventh Floor |
| 49 | Eighth Floor |
| 50 | Nineth Floor |
| 51 | Tenth Floor |
| 52 | Eleventh Floor |
| 53 | Plastering the walls with Cement Mortar 1:5 (One of cement and five of P-sand) 12mm thick including providing band cornice, curing, finishing, etc., complete in all respect as directed by the departmental officers. |
| 54 | Plastering with CM 1:3 (One of cement and Three ofP-sand) 20mm thick with necessary water proofing compound at the rate of 1.06 Kg/ 10 M2 of weight of cement including finishing smooth proper setting, curing etc complete in all respects as directed by the departmental officers. |
| 55 | Plastering with CM 1:4 (One of cement and Four ofP-sand) 20mm thick with necessary water proofing compound at the rate of 1.06 Kg/ 10 M2 of weight of cement including finishing smooth proper setting, curing etc complete in all respects as directed by the departmental officers. |
| 56 | Special ceiling plastering for all RCC works in cement mortar 1:3 (One of cement and three of P-Sand) 10mm thick including hacking the RCC surface, providing necessary water band using the same mix of mortar wherever necessary proper finishing, curing, scaffolding etc., complete with relevant standard specification, complete in all respect as directed by the departmental officer. |
| 57 | Providing 7 cm thick stair case parapet wall using using Fly ash bricks of size 230x110x70mm in cement mortor 1:4 (one of cement and four of M-sand ) and plastering the hand rail portion only with red oxide plastering in cement mortar 1:4 (one of cement four of P-sand) 20mm thick using 9.80kg of red oxide powder per 10m2 and plastering either side of parapet with cement mortar 1:4 (one of cement and four of P-sand ) 20mm thick including providing skirting, finishing smooth in all floors etc., complete in all respects as directed by the departmental officers. (In All Floors) |
| 58 | Cement concrete 1:5:12.5 (One of cement ,five of M-sand and twelve and half of broken brick jelly )using 20mmsize broken brick jelly inclusive of shoring, strutting, bailing out water ramming curing etc complete in all respect as directed by the departmental officers. |
| 59 | Weathering course in concrete broken brick jelly 20mm size in pure slacked lime over RCC roof slab the proportion being 32:12 1/2 (Thirty two parts of broken brick jelly and twelve and half of slacked lime) laying to a thickness of 110mm and compacted and well beaten to 80mm by using wooden hand beaten of weight not exceeding 2 kg hand beating during liberally with lime water and a small proportion of solution prepared by soaking water in dry nut of kadukka and giving required slope and thickness of roof etc. as directed by the departmental officers. |
| 60 | Finishing the top of roof slab with one course of pressed tiles 23cm x 23cm x 2cm using cement mortar 1:3 (One of cement and three of P-sand) mixed with water proofing compound at 2% weight of the cement and pointed with the same l mortar etc., complete in all respects. |
| 61 | White washing two coats using clean shell lime including the cost of lime, gum, brushes and scaffolding etc., complete in all respects as directed by the departmental officers |
| 62 | Painting the walls with two coats of approved cement paintover one coat of primaring coat of cement paintincluding the cost of paint, brush, scaffolding etc., complete in all respect as directed by the departmental officers. |
| 63 | Suplying and fixing UPVC (Un - Plasticized Polyvinyl Chloride ) louvered ventilators offrom the profile the size of outer frame60mm x 58 mm and shutter profile are reinforcement with GI/ 1 mm 125 GSM and 100% corrosion free, the profiles are profile are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all edges of frame and shutter the shuttter will be provided with Espag 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 colour 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 netween sash and outer frame that enables opening of the window . The window should be fixed be fixed to the wall with 100% packing with screws and silicon packing all round the frames .The Ventilators should be got approved from the Executive Engineer before use on work. |
| 64 | Supplying of Door Frame of following Size with required dimensions of size~ 100 mm x 75 mm, with groove of size ~ 30 mm x 20 mm for resting the door shutter & chamfer finish at front using CRCA pressed steel box section 18 gauge or 1.25mm thick for door frames including providing holes and fixing wooden blocks for fixing fixtures and fittings and 4 nos of hold fast using the iron angle of 15cm length with split ends one coat of red oxide primer / Chemical arcylic, Fabrication and Supply of 35mm thick solid core flush door with teak ply on one side and commercial ply on other side with teak wood liping al round with iron oxidized hinges, tower bolts 12\" 2 nos with receiver, Al drop 30 cm and handle 1 no for door of followingsize |
| 65 | For 0.90m X 2.10 m |
| 66 | For 1.00m X 2.10 m |
| 67 | Supplying and fixing of solid pvc door shutter using19gauge 19mmM.S square tube for styles outer frames15mm for M.S square tubes for toplock top and bottom rails. the steel tubesshall be covered with5 mmthicksolid pvc sheets shutter for panelling shall rigidity fixed in positition including necessary furniture fittings.THe over all size of styles shall be 50mmX30mm. The over all stylesof top rails bottom railsshall be 75mmX 30mm. The over all size of framesshall be 50mmx 45mm with suitable rebate shutters.size 750X 1980mm. |
| 68 | Suplying and fixing UPVC (Un - Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame60mm x 58 mm and shutter profile are reinforcement with GI/ 1 mm 125 GSM and 100% corrosion free, the profiles are profile are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all edges of frame and shutter the shuttter will be provided with Espag 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 colour 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 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. |
| 69 | Supplying and fixing cuddappah slab planks 20mm thick of various size (both sides polished) for cupboard planks in all floors including cost of slab, labour charges for fixing in proper position with necessary bearing packing with Cement Mortar and finishing etc. complete in all respects as directed by the departmental officers. |
| 70 | Providing Ellis Pattern flooring 20mm thick (Ellis pattern) with layer of cement concrete 1:3 (one of cement and three of hard broken stone) (No sand) using hard blue granite chips of size 3mm to 10mm and surface rendered smooth over RCC slab including supplying and fixing 20mm dia GI pipe outlet etc., complete in all respects. |
| 71 | Plastering the top of flooring with CM 1:4 (One of cement and four of P-sand) 20mm thick with including finishing smooth proper setting, curing etc complete in all respects as directed by the departmental officers. |
| 72 | Painting the new wood work with two coat of first class synthetic enamel paint of approved quality and colourin addition over the existing primer coat including the cost of paint patty brushes and scaffolding etc. complete as directed by the departmental officers. |
| 73 | Paving the floor with best quality of stain free nano polish Vitrified tiles of size 600mm x 600mm x 8mm thick and laying over bed of cement mortar 1:3( one of cement and three of M-sand) , 20mm thick including cutting and laying and pointing with white cement with colouring pigment to match the tile, colour and providing skirting to the required size etc complete in all respect as directed by the departmental officers. (The make and brand of the tiles should be got approved by Executive Engineer before use on works). |
| 74 | Flooring with ceramic tiles of approved quality,colour and design anti skid type joint free of size 305mm x 305mm x 6mm thick of approved make, quality and colour in all floor over base layer of cement concrete 1:3 , (one cement and three M-sand )20mm thick and laid straight aligment and pointed neatly with colour cement @ .40 kg/m2 in position as per standard specification and complete is all repsect as directed by the departmental officers. |
| 75 | Dadooing the walls with colour glazed tiles of minimum15cm x 15cm x 6mm laid in cement mortar 1:2 (one of cement and two of M-sand) 10mm thick and pointing with white cement using 0.40 kg/m2 icluding finishing the joint and pointing flush with tiles surface etc..complete in all respect as directed by the departmental officers. |
| 76 | Painting the new iron works of door with one coat of firstclass synthatic enamel paint of approved quality and colour including the costof paint brushes and scaffolding etc., complete as directed by the departmental officers. |
| 77 | Supplying and fixing inPosition White/ Colour Glazed model 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 hinge including cost of white cement for packing, spun yarn , teak wood plug , brass screws, etc., including supplying and fixing 10 liters capacity PVC / 12.5 liters capacity porcelin low level flushing tank with a pair of CI brackets, etc., complete with all fitting , 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 fitting, such as, 15mm bras connections ,15mm GM wheel valve ,15mm bras nipple (2 nos), 15mm nylon connections,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 specification. (The EWS and flushing tank with all accessories should be got approved by the Executive Engineer before use on works) Floor Fitting |
| 78 | Supplying and fixing of Oriya type water closet 45cm with \"P\" or \"S\" trap (White glazed) earthern ware best (IN ALL FLOORS OTHER THAN GROUND FLOOR) including concrete packing fixingfilling the sink portion with stone jelly lime concrete 32:12 1/2 (Thirty two parts of broken stone jelly and twelve and half of lime (no sand) using 20mm size broken stone jelly and plastering the top of flooring with cement mortor 1:4 (one of cement and four of sand) 12mm thick including plastering the sides of sink portion in cement mortor 1:3 (One of cement and three of sand) 12mm thick mixed with water proofing compound 4 lbs/cft in cement applying one coat of britex solution including curing for the sides and bottom of the sink portion, curing etc., complete as directed by the departmental officers |
| 79 | Supply and fixing of 110mm dia PVC rain water down fall pipe 4kg/cm2 with 2 nos of PVC bend & pipes with necessary clamps couplers gratings teakwood plug etc., complete including fixing in proper position with solvent cement etc., including making good of the dismantled portion complete to the relevent standard specification etc., complete in all respects as direrct by the departmental officers SWR pipe type A |
| 80 | Supplying and fixing of 110 mm & 75mm dia UPVC soil pipe of 6kg/cm2 of approved quality ISI 13592/1992 with ISI Monogram packing the joints with hempyarn and cement including fixing into walls with necessary wooden plugs and holding down clamps, dismantling and making good of the dismantled portion with necessary connection to the sanitary fittings painted with two coats of anti-corrisive paint including testing etc., complete in all respects. |
| 81 | 110 mm UPVC pipe |
| 82 | 75 mm UPVC pipe |
| 83 | Supplying, laying the following dia UPVC soil pipe with IS 13592/1992 (Type B) monogram including jointing with solvent properly to gradient necessary connection to the sanitary fittings in water closet room and bath room including texting etc complete in all respects as directed by the departmental officer. |
| 84 | 110 mm Dia of Pipe Type B |
| 85 | 75 mm Dia of Pipe Type B |
| 86 | Supplying, laying the following UPVC SWR specials (IS14735/1992) including jointing with solvent cement, properly to gradient including excavating and refilling the trenches and curing the cement joints and testing etc., complete in all respects as directed by the departmental officers. |
| 87 | 110 mm dia UPVCVent cowl |
| 88 | 110 mm dia UPVCShoe |
| 89 | 110mm Dia UPVC bend |
| 90 | 110mm Dia Y with door. |
| 91 | 75mm Dia UPVC bend. |
| 92 | 75mm Dia UPVC Shoe |
| 93 | 75mm Dia Y with door. |
| 94 | 75mm dia UPVC vent Cowl |
| 95 | Supplying and fixing PVC Nahini trap / Floor Trap with PVC grating 100mmx75mm over the bed of brick jelly concrete and fixing in position etc., complete in all respect as directed by departmental officers. |
| 96 | Supplying, laying and jointing UPVC pipes of approved quality and best variety conforming to BlS of the following dia including cutting, threading and fixing UPVC specials using UPVC adhesives (but excluding cost of such specials) and fixing into wall with teak wood plugs, SS 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 upto 4 metre height above ground level, etc., complete complying with standard specifications. The UPVC pipes shall be got approved by Executive Engineer before use on works as per IS 4985 |
| 97 | 25mm dia UPVC Pipe |
| 98 | 20mm dia UPVC Pipe |
| 99 | 40mm dia UPVC Pipe |
| 100 | Supplying of UPVC pipe specials of approved quality suitable to pipe as per table II IS 14735: 1999 at site of work etc complete in all respects as directed by the departmental officers. |
| 101 | 25mm dia UPVC Coupler |
| 102 | 25mm dia UPVC Elbow |
| 103 | 25mm dia UPVC Tee |
| 104 | 25mm dia UPVC hex nipple checknuts with washer |
| 105 | 25mm X 20mm Reducer |
| 106 | 15mm dia screw down tap heavy type |
| 107 | 40mm dia Elbow |
| 108 | 40mm X 32mm Reducer Tee |
| 109 | 32mm dia UPVC Tee |
| 110 | 20mm dia UPVC Elbow |
| 111 | 20mm dia UPVC Coupler |
| 112 | 20mm dia Tee |
| 113 | Supply of 40mm dia pipe GI pipes at inlet and ISS 1239 (medium) screwed at both ends and socketed both ends etc complte in all respect as directed by departmental officers. |
| 114 | Labour charges for laying, fixing,jointing G.I pipes and specials for the following dia meter including cutting and threading the pipes wherever necessary and jointing with white lead, spun yarn, earthwork excavation for laying the pipes wrapping with tarred tape and refilling the trenches where the pipes are laying under ground complete. |
| 115 | 40mm dia GI Pipe - Horizontal |
| 116 | Labour charges for cutting and jointing the 40mm dia pipe GI pipe Rigid pipe using required solvent cement with necessary specials the following die above G.L. Including fixing into wall necessary T.W. Plugs screws etc., complete in all respects as directed by departmental officers. |
| 117 | 40mm dia GI Pipe - Vertical |
| 118 | Supplying of GI and GM specials confirming to ISI etc.,complete in all respects as directed by departmental officers. |
| 119 | 40mm dia GI Elbow |
| 120 | 50mm X 40mm dia GI Reducer |
| 121 | 25mm GM Wheel valve |
| 122 | 40mm GM Gate valve |
| 123 | Construction of Inspection chamber 0.60M x 0.60M for the following depth brick jelly cement concrete 1:5:12 1/2 (One of cement and five of M- and twelve and half of broken brick jelly) using 40mm size brick jelly 15cm thick for foundation 23cm thick Fly Ash brick masonry wall inCM 1:5 (One of cement and five of M-sand) using Fly Ash bricks of size 23x11x7cm and inside plastering with 1:3 (one of cement and three of P-sand) 12mm thick including channeling, benching etc. and top covered with SFRC (medium duty) cover slab and fixing in position and necessary earth work excavation, refilling the sides of foundation in all soils except hard rock requiring blasting etc. complete in all respects as directed by the departmental officers. (Average Depth of .60m) |
| 124 | Construction of Gully chamber 0.23 x 0.23 x 0.30mfollowing depth with brick jelly concrete 1:5:12 1/2 using 40mm size brick jelly 15cm thick for foundation,23cm brick work, masonry wall in CM 1:5 (one of cement and five of sand) using II class ground moulded chamber burnt bricks plastered with CM 1:3 12mm thick including channelling benching and top covered SFRC COVER SLAB but including earth work excavation refilling the sides of foundation in all soils expect hard rock refilling plastering etc., complete in all respects in all respects as directed by the departmental officer. |
| 125 | Supplying & fixing the MS Grill gate of various sizes as per departmental specification including painting with one coat of primer etc. completein all respects as directed by the departmental officer |
| 126 | Supplying and fixing in position best quality approved make cudappah sink of size 600 X450 X200mm including cost of 32mm dia ‘B’ class G.I waste pipe & 32mm dia CP waste coupling. Brass Nipple, Plug and chain and testing for leakage etc., complete complying with standard specifications.(The sink and accessories should got approved by the Exe.Engr. Before use on work.) |
| 127 | Wiring with 2x1.5sqmm PVC insulated single coreunsheathed copper conductor cable of 1100V gradewith ISI mark confirming to IS: 694/1990 in suitablePVC rigid pipe of 1.8mm thick with ISI mark concealedin wall and ceiling with PVC accessories in flushwith wall including the cost of cable, pvc pipe andspecials, ceiling rose, flush type 5ams SP markswitch,PVC junction box, 16gauge MS switch box100mm x 100mm x 75mm covered by laminatedhylem sheet 3mm thick, cement, labour and makinggood of concealed portion with suitable colour forconcealed LIGHT point. |
| 128 | Wiring with 2x1.5sqmm PVC insulated single coreunsheathed copper conductor cable of 1100V gradewith ISI mark confirming to IS: 694/1990 in suitablePVC rigid pipe of 1.8mm thick with ISI mark concealedin wall and ceiling with PVC accessories in flush withwall including the cost of cable, pvc pipe and specials, ceiling rose, flush type 5ams SP mark switch,PVCjunction box, 16gauge MS switch box 300mm x200mm x 75mm covered by laminated hylem sheet3mm thick, cement, labour and making good ofconcealed portion with suitable colour for concealed FAN point. |
| 129 | Supply and fixing water tight Bulk head fitting(heavy type) with guard suitable for 100/60W bulb including the cost of bulb, necessary connection cost of materilas etc. complete in all respects as directed by the departmental officers |
| 130 | Supplying and fixing of 5 A /15A 3 pin flush type wall socket with15A flush type switch concealed in suitable MS box in flush with wall and covered with 3mm thick hylem sheet including cost of wall socket, switch and labour charges fo wall cutting, grouting, flushing and making good, painting with primary and finishing coat for MS box etc., complete in all respects as directed by the departmental officers. |
| 131 | Wiring with 2 x1.5sqmm PVC insulated single core unsheathed copper conductor cable of 1100V grade with ISI mark insuitable PVC rigid pipe 2mm thick concealed for FOR 5 AMPS 3 PIN C.S.PLUG POINT AT SWITCH BOARD ITSELF including cost of cables, PVC pipe and special, brass screws, flush type 5amp S.P.Mark switch, labour and making good of the concealed portion with suitable colour for concealed PVC plug point etc., complete in all respects as directed by the departmental officers. |
| 132 | Supplying and fixing of 5 A 3 pin and 2 pin combined flush type wall socket with 5 A flush type switch concealed in suitable MS box in flush with wall and covered with 3mm thick hylem sheet including cost of wall socket, switch and labour charges complete in all respects as directed by the departmental officers. |
| 133 | Supply and run off 2 of 2.50 sq.mm PVC insulated single core unsheathed copper conductor cable of 1100V grade with ISI mark confirming to IS:694/1990 with continuous earth connection by means of 1.50 sqmm PVC insulated single core unsheathed copper conductor cable confirming to IS:694/1990 in suitable PVC rigid pipe 1.8mm thick concealed on walls and ceiling for mains including the cost of cable, PVC pipes and specials, cement, brass screws, TW plugs, saddles and labour etc., complete in all respects as directed by the departmental officers. |
| 134 | Earthing as per ISI Specification with an earthelectrode of 2.1mt class \"B\" GI pipe of dia not less than40mm and with 20mm dia copper earth flat of size125mm x50mmx6mm, with funneling arrangementusing charcoat, common salt, G.I.reducer, checj nutsetc.,and mansonry workand providing RCC coverslab 38mm thick for the Brick mansory including costof steel and fabrication of reinforcement etc.,complete in all respectes as directed by thedepartmental officers. (SD 233) |
| 135 | Supplying and run off 8 SWG copper wire on walls or below ground level with necessary \"U\" nail,earth work excavation and refilling inclusive of the costll materials etc complete in all respects as directed by the departmental officers. |
| 136 | Supplying and fixing of 4 way( 6 Module) with 4No\"s of 6A - 16 A MCB & 32 A DP Isolator includind labour charges etc., complete in all resspcets as directed by the departemental officers |
| 137 | Supplying and erecting pull andpush type rolling shutter with ISI make of approved size and section using 18 GI sheet. The shutter be painted with one coat of red oxide primer and inclusive of hood covers, transportation charges etc complete in all respect as directed by the departmental offices. |
| 138 | Design, Engineering, Supply, Fabrication, Erection, Testing, commissioning and handing over of 1 noof 15 passenger stretcherlift as per the following specifications including taxes and duties.(Gearless lift with machine room) 1.Location:East Cemetery Road, 2.No of lift: 1 no. (Gearless), 3.Type of lift: stretcherlift, 4.Capacity of lift: 15 persons / conforming to 14665 (part 1) 2000, 5.Speed: 1.0 M / Sec, 6.Type of drive: V3F drive with enhanced ride comfort and near zero level functions, 7.No of floors: S+11 Floor, 8.Total travel: 3.0 mts x 12 Landing= 36 mts, 9.Leveling accuracy: high level accuracy with smooth and jerk free stopping, 10. Construction ofCAR: No. 4 hardened sheethigh quality stainless steelcar and hand rail granite flooring and Perspex false ceiling, 11. Position of machine: directly above the lift well., 12. No of landing service: One in the front side- 1 no,13. No. of car entrance: one in the front side only, 14. Car entrance door: power operated automatic V3F drive center opening sliding SSdoor, 15. Landing entrance door: power operated V3F drive center opening sliding SS door with provision for emergency exit key at all landings, 16.Lift well :As per structural design conforming to IS 14665(part1) 2000 to be constructed by the Building contractor, 17.Lift pit depth: conforming to 14665 (part 1)2000, 18. Car inner size,Total weight of person and Overhead height: conforming to 14665 (part 1)2000, 19. Car clear opening:conforming to 14665 (part 1)2000,20.Lift machine room size:as per ISI 14665 (part 1) 2000 to be constructed by the buildingcontractor,21. Power supply: 400 / 440 v three phase 50 Hz AC supply for power and 230 V 50 Hz single phase power supply for light, 22.Control: micro computer (micro processor):based simplex collective control with / without attendant,23. Car fittings: CFL lighting with 1 no 300 mm sweep cabin fan, 24. Lift well: RCC construction with brick masonry to be constructed by the building contractor, 25. Induction: UP / DOWN digital direction and floor position indicator for all landings in all floors and inside the car, 26.Emergency alarm bell: battery operated bell to be provided with automatic charging device,27.Emergency light: battery operated light to be provided with automatic charging device, 28.Fire mans switch: to be provided at the GF, 29. Minor builder works: to be provided by the lift contractor.(S&F of bulk head, 5A switch, light point, wiring 2 of 2.5 sqmm at every floor and machine room lighting, 4way/8way/12 way TPN DB) and other requirements, 30. Scaffoldings: to be provided by the lift contractor. 31. Sill angles and facia plates: SS to be provided by the lift contractor.32. Steel for lift machinery: to be provided by the lift contractor.33. Servicing and maintenance: free comprehensive servicing and maintenance for one year Guarantee period to be provided by the lift contractor. 34. Automatic rescue device: to facilitate the landing of the nearest floor at the time of power failure this shall consist of suitable battery system with charger inverter under voltage protection system etc. complete with all accessories and single phase preventor specifying to IS norms, 35. Provision for intercom with phone: to be provided by the lift contractor, 36.Lift license: preparation of drawings payment of charges to CEIG and insurance policy for both lift & body if any and obtaining CEIG approval for the lift as per lift act should be done by the lift contractor, 37. Floor position announcer: to be provided by the lift contractor. 38.Special features a) Infra red door sensor with full height screen, b) Full width half height rear panel mirror, c)TubularSShand rail in car, d) Stainless steel signal features, e) Vandal proof SS button with SS cover, f) SS door frames for landing doors,g) V3F door operator, h) Call register signal, i) Stainless steel facia plates for car operating panel and landing fixtures, j) Steel ladder for lift machine room, k) On / off switch for fan and light,l) Over load warning indicator with audio announcer, m)Voltage stabilizer for control circuits, n)Braille button, o) Precautionary measures etched in SS plate,39.Over speed governor phase failure and phase reversal relay alarm bell T guide brackets for car and counter weight rubber padding under the winding unit motor of adequate capacity signal reduction worm gear electromagnetic brake with compression springs car safety gears buffers electro mechanical locks emergency key side supporting angles motor over load protection devices final limit switch main suspension ropes counter weight lifting joist for mounting the machineries,40. Guarantee: guarantee at least for one year for the material and workman ship of equipments should be offered by the lift contractor. 41. Site testing in accordance with IS 14665 should be carried out at the time of handing over to the user department, 42. Supply operation and maintenance manual and necessary tools for operation and a set of Spare parts required for one year, 43.All the features as per differently abled person Act should be provided,44. 2 hrs.fire retardent landing doorsStretcher Lift 15 person capacity |
| 139 | Design, Engineering, Supply, Fabrication, Erection, Testing, commissioning and handing over of 1 noof 08 passenger lift as per the following specifications including taxes and duties.(Gearless lift with machine room) 1.Location:East Cemetery Road, 2.No of lift: 1 no. (Gearless), 3.Type of lift: Passengerlift, 4.Capacity of lift: 08 persons / conforming to 14665 (part 1) 2000, 5.Speed: 1.0 M / Sec, 6.Type of drive: V3F drive with enhanced ride comfort and near zero level functions, 7.No of floors: S+11 Floor, 8.Total travel: 3.0 mts x 12 Landing= 36 mts, 9.Leveling accuracy: high level accuracy with smooth and jerk free stopping, 10. Construction ofCAR: No. 4 hardened sheethigh quality stainless steelcar and hand rail granite flooring and Perspex false ceiling, 11. Position of machine: directly above the lift well., 12. No of landing service: One in the front side- 1 no,13. No. of car entrance: one in the front side only, 14. Car entrance door: power operated automatic V3F drive center opening sliding SSdoor, 15. Landing entrance door: power operated V3F drive center opening sliding SS door with provision for emergency exit key at all landings, 16.Lift well :As per structural design conforming to IS 14665(part1) 2000 to be constructed by the Building contractor, 17.Lift pit depth: conforming to 14665 (part 1)2000, 18. Car inner size,Total weight of person and Overhead height: conforming to 14665 (part 1)2000, 19. Car clear opening:conforming to 14665 (part 1)2000,20.Lift machine room size:as per ISI 14665 (part 1) 2000 to be constructed by the buildingcontractor,21. Power supply: 400 / 440 v three phase 50 Hz AC supply for power and 230 V 50 Hz single phase power supply for light, 22.Control: micro computer (micro processor):based simplex collective control with / without attendant,23. Car fittings: CFL lighting with 1 no 300 mm sweep cabin fan, 24. Lift well: RCC construction with brick masonry to be constructed by the building contractor, 25. Induction: UP / DOWN digital direction and floor position indicator for all landings in all floors and inside the car, 26.Emergency alarm bell: battery operated bell to be provided with automatic charging device,27.Emergency light: battery operated light to be provided with automatic charging device, 28.Fire mans switch: to be provided at the GF, 29. Minor builder works: to be provided by the lift contractor.(S&F of bulk head, 5A switch, light point, wiring 2 of 2.5 sqmm at every floor and machine room lighting, 4way/8way/12 way TPN DB) and other requirements, 30. Scaffoldings: to be provided by the lift contractor. 31. Sill angles and facia plates: SS to be provided by the lift contractor.32. Steel for lift machinery: to be provided by the lift contractor.33. Servicing and maintenance: free comprehensive servicing and maintenance for one year Guarantee period to be provided by the lift contractor. 34. Automatic rescue device: to facilitate the landing of the nearest floor at the time of power failure this shall consist of suitable battery system with charger inverter under voltage protection system etc. complete with all accessories and single phase preventor specifying to IS norms, 35. Provision for intercom with phone: to be provided by the lift contractor, 36.Lift license: preparation of drawings payment of charges to CEIG and insurance policy for both lift & body if any and obtaining CEIG approval for the lift as per lift act should be done by the lift contractor, 37. Floor position announcer: to be provided by the lift contractor. 38.Special features a) Infra red door sensor with full height screen, b) Full width half height rear panel mirror, c)TubularSShand rail in car, d) Stainless steel signal features, e) Vandal proof SS button with SS cover, f) SS door frames for landing doors,g) V3F door operator, h) Call register signal, i) Stainless steel facia plates for car operating panel and landing fixtures, j) Steel ladder for lift machine room, k) On / off switch for fan and light,l) Over load warning indicator with audio announcer, m)Voltage stabilizer for control circuits, n)Braille button, o) Precautionary measures etched in SS plate,39.Over speed governor phase failure and phase reversal relay alarm bell T guide brackets for car and counter weight rubber padding under the winding unit motor of adequate capacity signal reduction worm gear electromagnetic brake with compression springs car safety gears buffers electro mechanical locks emergency key side supporting angles motor over load protection devices final limit switch main suspension ropes counter weight lifting joist for mounting the machineries,40. Guarantee: guarantee at least for one year for the material and workman ship of equipments should be offered by the lift contractor. 41. Site testing in accordance with IS 14665 should be carried out at the time of handing over to the user department, 42. Supply operation and maintenance manual and necessary tools for operation and a set of Spare parts required for one year, 43.All the features as per differently abled person Act should be provided,44. 2 hrs.fire retardent landing doorsSPassenger Lift 08 Person Capacity |
| 140 | Earthing arrangements with GI Earth Plate includingcharcoal and salt with necessary excavation in all soils and to fulldepth as may be required and masonry work, re-filling the sides of foundation with excavated earth as per the standardspecification etc complete in all respects as directed by the Departmental Officers |
| 141 | Supply and laying of 31/2 x 50 sq.mm pvc armoured Aluminium LT UG cable of approved brand having ISI mark onpost or wall with M.S clampsetc complete in all respects as directed by the Departmental Officers |
| 142 | Supplyandrunof 25mmx6mmGI strip FlatDownCondutorwithnecessaryclamps/supportsonwall / floor /groundforearthconnectionetc complete in all respects as directed by the Departmental Officers |
| 143 | Supply, erection testing, commissioning and handing over of 1No,58.5 KVA diesel generator set 0.80 P.F, 3phase, 415v/420 Volts, 50c/s, 1500 RPM complete in all respects as detailed below.CPCB IV complaint DG set .A.Engine Liquid Cooled / Water cooled diesel engine suitable for generator application with a shaft out put of ( 84HP/50KW with respect to the make of generator) suitable at 1500 RPM under NTP conditions as per BSS 5414-ISO 10000. The engine shall comprise the following standard scope of supply: (Make Kirloskar/ Cummins/ Ashok Leyland/ Greaves/ Equivalent) 1) Dry type Air cleaner 2) Expansion bellow3) Radiator, radiator fan and mounting 4) Air to air charge cooler 5) Exhaust gas turbo charger 6) Lube oil cooler and lube oil filterfilter 7) Fuel filter (pre and micro) 8) In-line mono-block fuel injection pump with governor and fuel feed pump 9) Mechanical /Electronic governor 10) 12V / 24V battery charging alternator 11) 12V / 24V Volt electric starter motor 12) Engine test certificate 13) Residential Mufler 14) Fly wheel with starter ring.(B)ENGINEINSTRUMENT PANELMOUNDING Engineinstrument panel /mounted engine control panel consisting ofON/OFF/START/KEY, lube oil pressure gauge, oil temperature gauge, high water temperature gauge and electronic hour Mtr and RPM indicator. Safety system of Engine: The engine shall trip for the following conditions with Visual alarm device. 1) Low lubricating oil pressure 2) High water temperature 3) Vee- belt failure and over speed 4) Low battery indicationThe Engine should be capable of Providing10%over loadfor onehourforevery11 hoursContinuous Runningat full load. (C) ALTERNATOR:58.5 KVA capacity of brushless alternator AC 3 phase 50 c/s 415 volts, 0.8 PF 1500 RPM under NTP conditions confirming to IS 13364 (part II) 1992 to be means of coupling.(D)ACOUSTIC ENGLOSURE :Acousticenclosureshall bepowdercoated and fabricatedout of 16 SWGCRCAMSSheet .The silentcanopyshall be ofnutbolt typeconstruction. Criticalprocessesof punchingaredoneonCNCmachinesto maintaindimensionalaccuracyofholeswithin0.1 mm .Powercoatingisdone afterseven – tanksurface preparationprocessof sheetmetalcanopypanel and doors shallhave inside liningofFire Retardant64 Kg / Cu MtDensityMineralwoolof 100 mm thick ness asacoustic material . Fourhingeddoorsshallbeprovidedtocanopy. The emergency stop should be available on the enclosure panel The Engine Manufacturer of the Engine provided for diesel Generator sets mounted inside and should be to the satisfaction of inspection / testing authority concern. SURFACE TREATMENT – PAINTING The enclosuresurface hall be suitablytreatedfor degreasing . degusting and posphating . The canopiesare passedthought seven – tank treatmentthoroughly. ADDITIONALFEATURES OF CANOPIES :-Canopyfabricatedon CNC machinewithdimensionalaccuracy of0.1 mmso asto increaseits durability . special designedsupporting rips / structuresareused in canopiesso asto give sturdinessandtoreducethevibrationsof theDGsetsif any. WORLD CLASS COOLINGPACKAGE:- Canopies shall have cooling package for which it can also perform at 45 deg c / ambient Temperature.No grouting required on the ground , only a level surface capableof with standingthe DG weight . Lifting hooks shall be providedforthe acousticenclosure, whichshouldunloadedindependentof the DGset . the Gen set base frameshall also providedwith hooks for unloading. TEMPERATURERISEINSIDETHE CANOPY Canopiesshallbedesignedso as to maintainthe temperature differencebetweenambientand air inletat air cleanerwith the enclosurewell within 5 – 7 DegreeCentigrade.(G)BASS FRAME: Baseframeshouldbefabricated MSChannel sheetMetal , The base frame is riggedin construction anddesignedfor mounting engine and brushless alternatorcloselycoupled . withcross membersmounted on AVM . The base frame shall have provisionfor mounting of acoustic enclosureon it . The supplyof Gen setincludesloading , unloadingand transportation charges.6) Fuel Tank 100 Ltrs. and above (with respect to the make of generator) Removable Fuel tank shall be fabricated out of 14 SWG CRCA MS sheet and is part of base frame.It is duly painted and fitted with inlet an outlet connections and mechanical fuel gauge.Fuel tank can be easily removed for cleaning or any maintenance.. 7) Battery12V 100 AH battery-1 NO |
| 144 | Supplying and laying the rubber Moulded Hydraulic Pressed machine made 63mm thick inter locking concrete paver block made out of M20 grade concrete of approved design in colour over the bed of M-sand filling including labour for laying, hand packing and compaction etc complete in all respects as directed by the departmental officers |
| 145 | Earth work excavation for foundation with all leads and lifts in all soils and subsoil’s to the required depth as may be directed except hard rock requiring blasting inclusive of shoringstrutting and bailing out water wherever necessary refilling the sides of foundation with excavated earth in layers of 15 cm thickness well consolidated depositing thesurplus earth in places shown and leveling the site with all initial leads and lifts etc complete complying with relevant standard specification etc complete in all respects as directed by departmental officers. |
| 146 | Cement concrete 1:3:6 (one of cement, Three of M-sand and Six ofhard broken stone) using 20mmsize hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing, etc complete in all respect as directed by the departmental officers. |
| 147 | Sectioning the site including cutting and filling the undulations upto 15cm thick and levelling etc., complete in all respects as directed by the departmental officers. |
| 148 | Providing and laying sand gravel mix 1:1 (one of sand andone of gravel) to the 150 mm thickness to be laidtwo layers to give a minimum soaked CBR value as per IRC 37-1984 including cost and conveyance of sand and gravel to the work site and stacking them to the standard departmental metric gauge , labour charges for mixing the required quantities of sand and gravel spreading, watering and compactingthe mix in layers of thickness not exceeding 10mmcompacted thickness by 80-100KN power roller rolling to achieve the required proctor density including the labuorcharges for mixingspreading and all other tools and plants and other incidental charges., complete as per standardspecification. |
| 149 | Providing and laying water bound macadam for 75mm consolidated thickness with Grade II metal confirming MOST specification using 0.41m3 of63mm, 39 m3 of 53mm and 0.2m3 of 45mmIRC metal with 0.24m3 of gravelfor blindage for 10 sqm including the cost and conveyance of material from approved quarry to road site and stacking them to the departmental gauge for pre-measurement, labour charges for spreading in layers, hand packing to camber, dryrolling, watering, blindage including cost and conveyance for good water, forming edge bunds, slurrying and consolidation by power roller hire, running slurrying and fuel charges forpower roller, water sprinkler and other tools and plants employed for the work includingall other incidental charges such as barricading and providing danger lights etc.complete as per standardspecification of 404 of MOST. |
| 150 | Providing and laying water bound macadam for 75mm consolidated thickness with grade III metal confirming MOST specification using 0.36 of 53 mm , 0.35 cum of 45mm and 0.29 cum of 26.5mm IRC size HBGmetal with 0.24 cum of gravel as screening whose P.H.Value is less than 6 for blindage for 10 sqm including cost and conveyance of material the departmental gauge for premeasurement labourto camber, dryrolling, watering, blindage including costand conveyance for good water, forming edgebunds,slurrying and consolidation by power roller toachieve the specified compaction including all labour water sprinkler and other tools and plants employed forthe work including all other incidental charges such as barricading and providing danger lights etc.completeas per standard specification of 404 ofMOST |
| 151 | Applying tack coatover un primed WBMsurface using4kg of bitumen Emulsion for 10m2 including cost ofbitumen conveyance to sitehanding charges including labour charges for brushing, cleaningand preparing the surface for laying the coat and labour charges for applying the required quantity of bitumen including hire and fuel charges for tools and plants etc., complete in all respects as directed by the depaprtmental officers |
| 152 | Providing and laying of open graded premix carpet with seal coat TYPE - \"B\" for 20mm consolidated thickness using 0.18 m3 of 13.2mm IRCsize HBG crusher metal and 0.09m3 of 11.2mm IRC size HBG crusher metal with 14.60 kg of bitumen of 80\100 grade for pre mixing for 10 m2 of premix carpet and 0.06m3 of clean good sand with 6.8 kg of bitumen for 10 m2 for seal coat Type - B including cost and conveyance of metal and chips to the work site and stacking them to departmental metric gauge for premeasurement including cost of bitumen and alltaxes payable which will be procured and supplied by the contractor himself including cost of conveyance of80/100 grade bitumen to work site and all incidental charges such as storage, handling charges etc. including mixing the materials in the mini hot mix plantfor premix carpet only including spreading and consolidationby power roller, rolling including labour, hire and fuelcharges for mini hot mix plant and other tools andplants employed etc. cost of all materials labourcharges etc. complete as per clause 509 of Most specification. |
| 153 | Providing rain water harvesting in all soils and sub soils with RCC well rings of size 0.90m internal dia and 5cm wall thickness to the required depth of 0.90m and providing circular RCC perforated cover slab of 1m dia and 5cm thickness laid over the top most well rings excluding cost of steel fabrication of reinforcement grills in position at site of work for circular rings and for perforated cover slab in a places as directed by the departmental officers including necessary earthwork excavation of 1m dia to a depth of 0.90m and filling inside the well rings with 40mm size hard broken stone jelly without causing any damages to the rings etc., complete in all respects as directed by the departmental officers. |
| 154 | Supplying and laying of UPVC -non pressure pipes as per IS 15328/2003 [SN8-SDR (S 16.5)] and laying and jointing of UPVC pipes to the proper grade and aligment as indicated in drawing / design and hydraulically testing of the pip[e line. The rate shall include cost of all necessary jointing materials testing charges with water conveyed within a lead of 1km, labour etc. complete in all respects as directed by the departmental officers. |
| 155 | 160 mm dia UPVC Pipe |
| 156 | 200mm Dia UPVC Pipe |
| 157 | Construction of circular RCC manhole of 1.2m internal dia with Reinforced cement concrete wall of 15cm thick and base slab of 15cm thick of 1:4:8 proportion (One of cement, four of M-Sand and eight of hard broken granite stones ) using 40mm gauge hard broken granite stones including the cost of steel and fabrication of reinforcement grills in position shutterring centering etc., including channeling benching etc., and top covered with extra heavy duty cover slab SFRC slab with frame 600mm(clear opening) including casting and fixing in position and necessary earth work excavation, refilling the sides of foundation in all soils except hard rock requiring blasting etc., complete in all respects as directed by the departmental officer. |
| 158 | 0.90m Depth |
| 159 | 1.20m Depth |
| 160 | 1.50m Depth |
| 161 | 2.00m depth |
| 162 | Construction of Inspection chamber 0.60M x 0.60M for the following depth brick jelly cement concrete 1:5:12 1/2 (One of cement and five of M- and twelve and half of broken brick jelly) using 40mm size brick jelly 15cm thick for foundation 23cm thick Fly Ash brick masonry wall inCM 1:5 (One of cement and five of M-sand) using Fly Ash bricks of size 23x11x7cm and inside plastering with 1:3 (one of cement and three of P-sand) 12mm thick including channeling, benching etc. and top covered with SFRC (medium duty) cover slab and fixing in position and necessary earth work excavation, refilling the sides of foundation in all soils except hard rock requiring blasting etc. complete in all respects as directed by the departmental officers. (Average Depth of 0.90m) |
| 163 | GST @ 18 % |
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