Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | Miyawaki Plantation |
| 2 | सीमांकन तथा संरेश्रण |
| 3 | मृदा परीक्षण |
| 4 | लैंड स्केप पर बनाने पर व्यय |
| 5 | मिट्टी पर विश्लेषण कर मिट्टी सम्बर्धन हेतु पोषक सामग्री |
| 6 | कटी घास |
| 7 | खाद (वर्मी कम्पोस्ट) |
| 8 | पुआल (धान का पुआल) |
| 9 | भूसा (गेहूँ का भूसा) |
| 10 | ड्रम 200 लीटर क्षमता का |
| 11 | बाल्टी |
| 12 | हजारा |
| 13 | स्प्रे मशीन |
| 14 | जीवामृत तैयार करने हेतु सामाग्री |
| 15 | देेशी/पहाडी का गौमूत्र |
| 16 | गाय का गोबर (एफ0वाई0एम0) |
| 17 | दाल का आटा-बेसन |
| 18 | पीपल पेड केे जड़ केे पास की मिट्टी |
| 19 | पौध का सहारा देने हेतु सहायक छडी 5 फीट लम्बाई मजबूत एवं ठोस आकार की |
| 20 | जूट के धागे |
| 21 | जे0वी0सी0 मशीन से भूमि पर 1 मीटर गहरा खुदान कार्य (वर्गमी0) |
| 22 | यांत्रिक विधि से खोदी गई आधी मिट्टी को वापस ट्रैंच में डाला तथा मिट्टी का सामान रूप से फैलना |
| 23 | बायोमास मिश्रण का आधा भाग ट्रैंच में तथा आधा भाग मिट्टी के टिले पर सामान रूप से फैलाना |
| 24 | जे0वी0सी0 मशीन से बायोमास का मिश्रण कार्य |
| 25 | फोडे से टीले पर छोटा सा गडढ़ा जिसमें पौध आराम से बैठ सकें, गडढ़ा खुदान |
| 26 | पौधों के थैली को जीवामृत मिश्रित पानी के घोल में डूबाना तथा जीवामृत का पानी सोखने के बाद थैली पौधों को जीवामृत से अलग कराना |
| 27 | पौध रोपण एवं पौधों को छड़ी से सहारा देना |
| 28 | मिट्टी के ऊपर 5 से 7 इंच मोटी पुआल बिछाना तथा 30 खूटी गाडकर रस्सी से बांधना जिससे पुआल उड न सकें। |
| 29 | सिंचाई कुल 48 बार |
| 30 | पौधों की कीमत 3 प्र्रतिशत अतिरिक्त |
| 31 | वृक्ष |
| 32 | सहवृक्ष |
| 33 | पौधे (हर्ब) |
| 34 | औषधीय पौध |
| 35 | शोभाकार पौध |
| 36 | सुरक्षा श्रमिक |
| 37 | सैपलिंग स्टोरेज |
| 38 | सबमर्सिबल पम्प |
| 39 | Surface Cleaning Work |
| 40 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings etc all comp |
| 41 | Uprooting rank vegetation and weeds by digging the area to a depth of 60cm, removing all weeds and other growth with roots by forking etc all comp |
| 42 | Barbed Chain Link Fencing Work |
| 43 | Earth work in trenches for foundation for pipes.cable etc in oridinary soil incl. lift up to 1.5 m and lead upto50 m & dressing of dides & ramming the bottom & disposal of surplus earth as per direction of E/I |
| 44 | C.C. work with cement approved coarse sand and 40 mm gauge approved stone ballast in proportion of 1:2:4 incl. cost of form work in foundation & floor |
| 45 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc. including cutting , hoisting, fixing in position andB+61 applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete Electric resistance or induction butt welded tubes.(75mm) 5.22.6 |
| 46 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc. including cutting , hoisting, fixing in position andB+61 applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete Electric resistance or induction butt welded tubes.(50mm) |
| 47 | Providing and laying cement concrete 1:2:4 (1 cement :2 coarse sand :a graded stone ballast 20 mm nominal size ) supply of all materials labour T & P etc . Required for proper completion of work and curing complete , including cost of form work in foundation and floors .For fixing of poles and struts |
| 48 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.Made of G.I. wire of dia 4 mm. including wastage @ 5% |
| 49 | Painting 2 coats over one primer coat over new steel work including cost of all material and T&P etc required for proper completion of work |
| 50 | Fixing of posts and wire mesh |
| 51 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc. including cutting , hoisting, fixing in position andB+61 applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete Electric resistance or induction butt welded tubes. |
| 52 | Guard room 1 Numbers |
| 53 | Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. |
| 54 | Cement Concrete with 40 mm gauge approved Stone ballast ,Coarse sand and cement in proportions of 8:4:1 including supply of all materials, labours,tools & plants etc. required for poper completion of the work, Excluding GST |
| 55 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks |
| 56 | Same as item no Above For lintel in 1:1.5:3 (1 cement : 1.5 Coarse sand :3 Graded stone aggregate 20 mm nominal size |
| 57 | Same as item no Above For lighter beams in 1:1.5:3 (1 cement : 1.5 Coarse sand :3 Graded stone aggregate 20 mm nominal size |
| 58 | Same as item no Above For slabs in 1:1.5:3 (1 cement : 1.5 Coarse sand :3 Graded stone aggregate 20 mm nominal size |
| 59 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 60 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thic |
| 61 | Mild steel or iron work in plain work such as in R.C.C. or R.B. (when not included in an over all rates ) including bending for proper completion of the work and including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level. |
| 62 | Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete |
| 63 | P/F MS grills of required pattern in frames of windows fixed to opening/wooden frames with rawl plugs screws etc. |
| 64 | Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 65 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation .50 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 66 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation .50 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 67 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) |
| 68 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. |
| 69 | Providing and fixing panelled and glazed shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. Second class teak wood - 35 mm thick shutters. |
| 70 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Second class Teak wood |
| 71 | Providing & fixing glass panes with putty and glazing clips in steel / Wooden doors, windows, clerestory windows, all complete with : 5 mm thick glass panes |
| 72 | Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :125x65x2.12 mm |
| 73 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete 200x10 mm |
| 74 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete 100 mm |
| 75 | 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) |
| 76 | 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) |
| 77 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster |
| 78 | Add for plaster drip course/groove in plaster the all or in ceiling vertically or horizontally as required. |
| 79 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate |
| 80 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade Area of slab over 0.50 sqm |
| 81 | Finishing walls with Premium Acrylic Smooth exterior paint with Siliconeadditives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 82 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 83 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 84 | Painting or varnishing on iron works in small areas or new wood work with one coat of ready mixed priming paint & two coats of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labour and t & p etc. required for proper completion of work. paint to be used should confirm to the IsI no. 103 1950. |
| 85 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand)admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surfacewith trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm |
| 86 | WIRING POINTS |
| 87 | Wiring point for light with 1.0 sq.mm FR P.V.C. insulated multistrand single core Copper Conductor cable in heavy gauge rigid steel conduit pipe partly concealed in wall & partly laid in slab along with the reinforcement before concreting complete with 14 S.W.G copper earth continuity wire & piano type switch etc. complete in all respects. |
| 88 | Same as in item no. 1 but for fan. and light duty exhaust fan |
| 89 | Same as in item no. 1 but for 5 amp plug point with piano type switch & socket etc. |
| 90 | Add for light / fan points with modular type switches in place of piano type switches |
| 91 | Add for plug point with modular switch & socket in place of piano type switch & socket |
| 92 | Supply & fixing of power plug with 20 amp 250 volts flush type modular switch and 5 pin 20 amp 250 volts flush type universal modular socket on concealed MS box including supply of all material, labour T&P etc. required for proper completion of work |
| 93 | MAINS & SUBMAINS |
| 94 | Supply & wiring of sub main with FR P.V.C. insulated 1100 volts grade single core copper conductor cable in heavy gauge rigid steel coduit partly concealed in wall and partly laid in slab along with the reinforcement before concreting complete with one no. 14 SWG copper earth continuity wire complete in all respects. |
| 95 | 2 x 4 sq. mm. In 20 mm dia conduit. |
| 96 | 2 x 10 sq. mm. In 25 mm dia conduit. |
| 97 | DISTRIBUTION BOARDS & CIRCUIT BREAKERS |
| 98 | S/F of surface / flush mounting SPN Distribution board (Legrand Lexic) without MCB complete in all respects as directed at site by Engineer-in-charge.12 WAYS CAT-B |
| 99 | Supply & fixing of 6/10/16/20/25/32 amp. SP MCB (10 KA) (Legrand Lexic) |
| 100 | S/F of 40 Amp DP MCB (10 KA) (Legrand Lexic) |
| 101 | S/F of sheet steel enclosure for DP / TP / FP MCB with neutral link and earth terminal. CAT-B |
| 102 | EARTHING |
| 103 | Supply & burrying of 600mm x 600mm x 6.0mm G.I. plate, vertically for earthing with its top at least 3 m below ground level complete 20mm dia. G.I.pipe and funnel for watering and one earthing lead of no. 8 SWG G.I. wire in 15 mm dia. GI pipe upto switch board (from apron to switch board the cost of GI pipe & GI wire will be extra) 300mm square C.I. box with hinged cover, masonary housing alternate layer of charcoal/coke and salt atleast 150mm thick alround etc. as per the direction of engineer in-charge complete in all respect . |
| 104 | Supplying & Laying of one number 8 SWG G. I. wire in 15 mm. dia. G. I. pipe for earthing, laid in ground or in wall duly concealed including the cost of cement, sand, labour, T & P and other material required for proper completion of the work as directed at site. |
| 105 | CABLES |
| 106 | Supply and laying of ISI marked aluminium conductor PVC / XLPE insulated armoured, served, sheathed cable 1100 volts grade at 750 mm below ground level over a cushion of 75 mm thick sand around & protected with brick on sides & top on surface the cable run shall be fixed on M.S. clamps etc. of suitable size complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.10 sqmm 2 core |
| 107 | Supply fixing of plam or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connections etc. complete in all respects as per direction of Engineer-in-charge.10 sq.mm. |
| 108 | Supply and fixing brass nickle plated compression glands for PVC insulated armoured, served, sheathed cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth conductor.10 sqmm 2 core |
| 109 | Supply & fixing of recess/surface/ pendent mounting round10 to 15 watt LED Down lighter having powder coated die cast aluminium housing with heat silk, diffuser/ reflector and driver set complete in all respect. |
| 110 | Supply & fixing of LED tube light with batten suitable for upto 1x22 watt LED tube light fittings including tube on surface complete in all respect Cat- AAA |
| 111 | Supply & fixing of recess/ surface mounting round 24 watt to 32 watt LED down lighter having powder coated die cast alumnium housing with extended heat sink, diffuser / Reflector and driver set completed in all respect. |
| 112 | AC SUPPLY |
| 113 | Supply of AC 230/250 volts, 50 HZ fresh air fans including providing nuts, bolts, mounting frame and other accessories etc. complete (Make : Bajaj / Usha / newtek / Havells)300 mm sweep |
| 114 | Gazebo (03 Nos) |
| 115 | Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides removal and disposal of surplus earth as directed by the engineer in charge up to a distance of 30m from the doundation trenches including all T&P phowarah and basket etc. complete. |
| 116 | Cement Concrete with 40 mm gauge approved Stone ballast ,Coarse sand and cement in proportions of 8:4:1 including supply of all materials, labours,tools & plants etc. required for poper completion of the work, Excluding GST |
| 117 | Same as item no Above For lintel in 1:1.5:3 (1 cement : 1.5 Coarse sand :3 Graded stone aggregate 20 mm nominal size |
| 118 | Same as item no Above For lighter beams in 1:1.5:3 (1 cement : 1.5 Coarse sand :3 Graded stone aggregate 20 mm nominal size |
| 119 | Same as item no Above For slabs in 1:1.5:3 (1 cement : 1.5 Coarse sand :3 Graded stone aggregate 20 mm nominal size |
| 120 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 121 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thic |
| 122 | Mild steel or iron work in plain work such as in R.C.C. or R.B. (when not included in an over all rates ) including bending for proper completion of the work and including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level. |
| 123 | Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete |
| 124 | P/F MS grills of required pattern in frames of windows fixed to opening/wooden frames with rawl plugs screws etc. |
| 125 | Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 126 | Bajri Pathway |
| 127 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 128 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 129 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 130 | Making bajri path including preparation of sub grade, supplying and laying brick aggregate of 50mm nominal size 7.5 cm deep with binding material consisting of 12 mm moorum and 12 mm red bajri consolidated with road roller. |
| 131 | Interlocking Paver Block Pathway |
| 132 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 133 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 134 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 135 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 136 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern. |
| 137 | Canteen Area |
| 138 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil |
| 139 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 140 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 141 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 142 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate20 mm nominal size derived from natural sources). |
| 143 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc for mass concrete |
| 144 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, abutments, posts and Struts |
| 145 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 146 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 147 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 148 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 149 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 150 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 151 | Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge. |
| 152 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate |
| 153 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Size of Tile 600 x 1200 mm |
| 154 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. |
| 155 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.(b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm.(c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/ sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around.(d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately.For the purpose of measurement the entire treated surface will be measured. |
| 156 | LDA approved steel |
| 157 | WIRING POINTS |
| 158 | Wiring point for light with 1.0 sq.mm FR P.V.C. insulated multistrand single core Copper Conductor cable in heavy gauge rigid steel conduit pipe partly concealed in wall & partly laid in slab along with the reinforcement before concreting complete with 14 S.W.G copper earth continuity wire & piano type switch etc. complete in all respects. |
| 159 | Same as in item no. 1 but for fan. and light duty exhaust fan |
| 160 | Same as in item no. 1 but for 5 amp plug point with piano type switch & socket etc. |
| 161 | Add for light / fan points with modular type switches in place of piano type switches |
| 162 | Add for plug point with modular switch & socket in place of piano type switch & socket |
| 163 | Supply & fixing of power plug with 20 amp 250 volts flush type modular switch and 5 pin 20 amp 250 volts flush type universal modular socket on concealed MS box including supply of all material, labour T&P etc. required for proper completion of work |
| 164 | MAINS & SUBMAINS |
| 165 | Supply & wiring of sub main with FR P.V.C. insulated 1100 volts grade single core copper conductor cable in heavy gauge rigid steel coduit partly concealed in wall and partly laid in slab along with the reinforcement before concreting complete with one no. 14 SWG copper earth continuity wire complete in all respects. |
| 166 | 2 x 4 sq. mm. In 20 mm dia conduit. |
| 167 | 2 x 10 sq. mm. In 25 mm dia conduit. |
| 168 | DISTRIBUTION BOARDS & CIRCUIT BREAKERS |
| 169 | S/F of surface / flush mounting SPN Distribution board (Legrand Lexic) without MCB complete in all respects as directed at site by Engineer-in-charge.12 WAYS CAT-B |
| 170 | Supply & fixing of 6/10/16/20/25/32 amp. SP MCB (10 KA) (Legrand Lexic) |
| 171 | S/F of 40 Amp DP MCB (10 KA) (Legrand Lexic) |
| 172 | S/F of sheet steel enclosure for DP / TP / FP MCB with neutral link and earth terminal. CAT-B |
| 173 | EARTHING |
| 174 | Supply & burrying of 600mm x 600mm x 6.0mm G.I. plate, vertically for earthing with its top at least 3 m below ground level complete 20mm dia. G.I.pipe and funnel for watering and one earthing lead of no. 8 SWG G.I. wire in 15 mm dia. GI pipe upto switch board (from apron to switch board the cost of GI pipe & GI wire will be extra) 300mm square C.I. box with hinged cover, masonary housing alternate layer of charcoal/coke and salt atleast 150mm thick alround etc. as per the direction of engineer in-charge complete in all respect . |
| 175 | Supplying & Laying of one number 8 SWG G. I. wire in 15 mm. dia. G. I. pipe for earthing, laid in ground or in wall duly concealed including the cost of cement, sand, labour, T & P and other material required for proper completion of the work as directed at site. |
| 176 | CABLES |
| 177 | Supply and laying of ISI marked aluminium conductor PVC / XLPE insulated armoured, served, sheathed cable 1100 volts grade at 750 mm below ground level over a cushion of 75 mm thick sand around & protected with brick on sides & top on surface the cable run shall be fixed on M.S. clamps etc. of suitable size complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.10 sqmm 2 core |
| 178 | Supply fixing of plam or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connections etc. complete in all respects as per direction of Engineer-in-charge.10 sq.mm. |
| 179 | Supply and fixing brass nickle plated compression glands for PVC insulated armoured, served, sheathed cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth conductor.10 sqmm 2 core |
| 180 | Erection and testing of exhaust fan on the existing hole with suitable size of rag bolts nuts and washers etc complete in all respects. |
| 181 | Supply and fixing of 16 gauge MS drum duly painted including making hole in the wall for exhaust fan and finishing properly complete in all respect. |
| 182 | Supply & fixing of recess/surface/ pendent mounting round10 to 15 watt LED Down lighter having powder coated die cast aluminium housing with heat silk, diffuser/ reflector and driver set complete in all respect. |
| 183 | Supply & fixing of LED tube light with batten suitable for upto 1x22 watt LED tube light fittings including tube on surface complete in all respect Cat- AAA |
| 184 | Supply & fixing of recess/ surface mounting round 24 watt to 32 watt LED down lighter having powder coated die cast alumnium housing with extended heat sink, diffuser / Reflector and driver set completed in all respect. |
| 185 | Supply of AC 230/250 volts, 50 HZ fresh air fans including providing nuts, bolts, mounting frame and other accessories etc. complete (Make : Bajaj / Usha / newtek / Havells) 300 mm sweep |
| 186 | Supply of AC 230/250 volts, 50 HZ exhaust fans including providing nuts, bolts, mounting frame and other accessories etc. complete (Make : Bajaj / Crompton / Havells) 300 mm sweep 900 rpm |
| 187 | Plumbing Work |
| 188 | External Electrical LT Lines |
| 189 | Supply and fixing of 4000mm Simple decorative steel poles are made out of mild steel galvanized rebbed extrusion profile having bottom section dia125mm and upper section dia 81mm with cast iron embellishment e8 & with having for twin nos bracket. The pole have a service window at bottom section wih heavy duty four way connector and a mcb. Mild steal base plate with four nos. mounting holes is fixed and welded with bottom section . pole is primer coated and polyurethene painted . Quotation rates |
| 190 | Supply and fixing of OVER 600 mm long aluminium dia cast body post top is mounted at the top with polycarbonate diffuser and fitted with 40w led disc bis registered make philips , bajaj, twinkle, lustore or equivalent repuateted make Quotation rates |
| 191 | PWD 651 E&M 2018 Supply & fixing of 12.5 mtr High mast shaft of approved make with rising system hot dip glavanized inside & out side dip,heaving pole sheet thickness 3 mm. Top dia minium 150 mm, Bottom dia 310 mm base plate 25 mm thick suitable for wind velocity as per IS 875 part 3 & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 luminaries & its control gear boxes 0.75 HP power tool moter, 3 point suspension system with steel wire rope 6 mm dia, double drum winch, including making suitable foundation as per manufature drawing/ site reuiment along with foundation bolts nuts, washers, anchor plates etc completee in all respect. |
| 192 | 1454 PWD E&M 2018 Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 140 to 150 Watt. Confirming to IP 66 protection complete in all respect. CAT-AA |
| 193 | S/E of G.I. wire on 8 to 4 SWG on pole/service bracket including binding etc. complete in all respects SI.No. 628/18. PWD E/I 2018 |
| 194 | S/W of submain with two Nos. of 2.5 Sq.mm FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in existing conduit complete with supply of all material Labour and T&P required for proper completion of the work as directed at site by E/I. SI. No. 289/18. |
| 195 | S/F of 40A TPN of Automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contractors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc, in case of TPN, complete in all respect as per direction of Engineer-in-charge. SI. No. 807/18 e(ii). |
| 196 | S/L of following cable \\"Al\\" conductor P.V.C. insulated armoured served sheathed cable 1100V grade at a depth of 750mm. Below ground level over a cushion of 75mm with DWC Pipe approved make UPPPCL as per direction of E/I. complete in all respects. 501/2018. Approved Makes:- Gloster/ Polycab/ KEI/ SCI/ Havells PWD SOR 501 |
| 197 | 10 sq. mm 4 core |
| 198 | (a) 35 Sq.mm 3.5Core |
| 199 | (b) 16 Sq.mm 4 Core |
| 200 | (c) 70 Sq.mm 3.5 core |
| 201 | S/F of following size palm or pin type copper tin plated cable socket (Lug) to the cable lead insulating with tape and making connections complete in all respects as per direction of E/I.SI.No.504/SOR-18. |
| 202 | 10 sq. mm 4 core |
| 203 | (a) 25 sq.mm. |
| 204 | (b) 50 sq.mm |
| 205 | (c) 16 sq.mm |
| 206 | S/B of earth rod 20mm dia into 2.5mtr long including G.I. wire 7/16 SWG to connect earth rod to earth clamp on pole 3.00 mtr long steel conduit to carry earth wire along the pole. For singel support ANNEXURE 6 - SL NO. 17 |
| 207 | S/F of 6 Amp to 32 Amp. SPMCB (10KA) C curve complete in all respect as per direction of Engineer-in-charge. SI No. 1002/18. CAT-A. |
| 208 | ( Incoming 200 Amp. TPN-1 No Outgoing 100 Amp. TNP-2 Nos. Cat. B. Cubicle Type PWD SI No : 802 (a) Supply and erection of factory fabricated and wired metal clad dust and vermin proof floor mounting panel TPN switch board complete with the following HRC type heavy duty TPN fuse switches with fuses and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmerer, selector switches for ammeter and voltmeter, instrument fuses, current transormer etc. The board shall have suitable capacity electroytic alumininum busbars as per IS8623 istulate with heat shrink sleeving and mountend on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches shall be complete with suitable cable end boxes, reverse entery boxes in case of pedestaal type, cable sockets, compression glands and indicating lamp on incoming etc.The job includes the grounting of the board as per direction of Engineer-in-Charge. All coutgoing switches of 100 Amp. and above will be provided with ampere metre current transformers and selector switches and instrument fuses etc. The switches board shall be fabricated with CRCA sheet with a minimum thickness of 1.6 mm/2 mm. Cubicle type switch board shall be of cat A B & B-II and pedestal type for Cat-B and C only. ( Incoming 200 Amp. TPN-1 No Outgoing 100 Amp. TNP-2 Nos. Cat. B. Cubicle Type PWD SI No : 802 (a) |
| 209 | Supply and burring of Safe Earthing Electrode T-19 (Hot Dip Galvanized), Length up to 2000mm, outer pipe 50mm, inner pipe 25, terminal Dia 12 mm, outer GI pipe of 16 swg and inner GI pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25 x 3 G.I . strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. PWD SI No :725 (A) |
| 210 | Supply and Laying of 63 mm dia (OD-63 mm & ID-51 mm nominal) DWC HDPE Pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to 14930, Part II complete with fitting and cutting, jointing etc. direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc. complete as required. 33.01 (Jal Nigam Varanasi SOR) 63mm dia HDPE Pipe PN-6: ClassPE-100 |
| 211 | Irrigation |
| 212 | Supply of following sizes pipes for distribution system conforming to latest/relevant I.S. 4984/1995 Specifications with all jointing materials and specials conforming to latest/relevant I.S. specifications including F.O.R destination and all taxes and insurance etc. with loading unloading and carting up to site of work also including specials for these pipes and lowering them into trenches and laying true to alignment and gradient and jointing etc, complete(including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of Engineer-in charge 33.01 (Jal Nigam Varanasi SOR) 90 mm dia HDPE Pipe PN-6: ClassPE-100 |
| 213 | 33.01 (Jal Nigam Varanasi SOR) 63mm dia HDPE Pipe PN-6: ClassPE-100 |
| 214 | Supply, Installation, laying & commissioning of HDPE Flange with tail piece, packing & nut bolt complete in all respect. Sanctioned rate |
| 215 | Supply, Installation, laying & commissioning Of reducer 90 mm to 63 mm outer dia 6Kg/cm2 HDPE pipe. Sanctioned rate |
| 216 | Supply, Installation, laying & commissioning Of ELBOW JOINT 90 DEGREE FOR 90 mm HDPE pipe. Sanctioned rate |
| 217 | Supply, Installation, laying & commissioning Of ELBOW JOINT 90 DEGREE FOR 63 mm HDPE pipe. Sanctioned rate |
| 218 | Supply, Installation, laying & commissioning Of TEE JOINT 90 DEGREE FOR 90 mm HDPE pipe. Sanctioned rate |
| 219 | Supply, Installation, laying & commissioning Of TEE JOINT 90 DEGREE FOR 63 mm HDPE pipe. Sanctioned rate |
| 220 | Supply, Installation, laying & commissioning Of for 63 mm TAIL PIECES. Market Rate |
| 221 | Supply, Installation, laying & commissioning of for 90 mm TAIL PIECES HDPE PIPES. Market Rate |
| 222 | Supply, Installation, laying & commissioning Of PRESSURE Gauge 2.5\\" size (Gyceryne). Market Rate |
| 223 | 3\\" disc filter. Market Rate |
| 224 | 2\\" disc filter. Market Rate |
| 225 | Thermos Temperature Controller wuth switch and socket .2 mm cable. Market Rate |
| 226 | Butt velding electric heating plate. Market Rate |
| 227 | 3\\" CI butterfly valve. Market Rate |
| 228 | 2\\" CI butterfly valve. Market Rate |
| 229 | SPRINKLERS |
| 230 | Supply, Installation, laying & commissioning of Service Saddle 3 inch x 1.25 inch. Sanctioned rate with bush |
| 231 | Supply, Installation, laying & commissioning of Swing Joint for 10 - 12 meter range 360 degree popup. Market Rate |
| 232 | Supply, Installation, laying & commissioning of 25 mm outer dia 6Kg/cm2 CPVC pipe. Market Rate |
| 233 | Supply, Installation, laying & commissioning Of Ball Valve for 25 mm pipes. Market Rate |
| 234 | Supply, Installation & commissioning of pop sprinkler plastic make material with 10- 12 meter range 360 degrees. Market Rate |
| 235 | Engagement of Plumber for required work etc all complete as per direction of Engineer in charge. PWD SOR 2020-21/Labour Rates Chapter. Rs. 420.00+10%CP |
| 236 | Engagement of Labour for required work etc all complete as per direction of Engineer in charge. PWD SOR 2020-21/Labour Rates Chapter. Rs. 335.00+10%CP |
| 237 | BORING |
| 238 | Boaring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS : 2800 part I, including collecting sample from different starta, preparing and submitting equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer In charge, up to 150 meter depth below ground level. 300 mm diaAll type of soil (DSR 23.2.1.1 based) 100 meter for borewell and 50 for recharge pit |
| 239 | Supply, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well casing (CM) pipe of required dia conforming to IS: 12818 including required hire and labour charges, fittings & accessories etc. all complete for all depths as per direction of Engineer in charge. 200 mm nominal size diaDSR No. 23.3.3 |
| 240 | Supply, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818 including required hire and labour charges, fittings & accessories etc. all complete for all depths as per direction of Engineer in charge. 200 mm nominal size diaDSR No. 23.4.3 |
| 241 | Supplying, filling, spreading & levelling gravels of size range 5 mm to 10 mm in the recharge pit, over the existing layer of boulders, in required thickness for all leads & lifts all complete as per direction of Engineer in charge. DSR 23.6 |
| 242 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/casing pipe, removable as per requirement, all complete for bore well of: 200 mm dia. DSR No. 23.13.3 |
| 243 | Providing & Fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS 2800 part - 1 including necessary bolts & nuts of required size complete. 200 mm clamp. DSR No. 23.14.3 |
| 244 | Supply and fixing of pump set & composite electric panel for submersible kirloskar/ sons/ crompton openwell pumpset greeves make three phases 380-440 v 50 cycles supply with fountain bolts and 3 core 2.5 mm flat PVC flexible copper conductor double insulated submersible cable and 4 core 1.5 mm form fountain pool to fountain electric panel etc fountain pool to fountain electric panel etc. complete with internal wiring lighting system. |
| 245 | 7.5 HP pump |
| 246 | Electric Panel Box |
| 247 | Supply and fixing of 3 HP single phase open well submersible pump set of 50 mm x 50 mm pipe size complete with all material, labour T&P etc all as per direction of Engineer in charge. (make kirloskar/ crompton/ KSB PSR |
| 248 | Supply and fixing of 2.5 sqmm 2 core PVC insulated PVC shethed flate submersible cable pump with bare bunched copper conductor for submersible pump motor with 1100 volt grade ISI marked all complete as per direction of Engineer in charge. UPPPCL COST SCHEUDLE 2021-2022, SL NO. 19(II) |
| 249 | Engagement of Plumber for required work etc all complete as per direction of Engineer in charge. PWD SOR 2020-21/Labour Rates Chapter. Rs. 420.00+10%CP |
| 250 | Septic Tank |
| 251 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 252 | In all kind of soil |
| 253 | Extra additional lift above 1.5 m |
| 254 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 255 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 256 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster. |
| 257 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate |
| 258 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Slabs |
| 259 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (Plinth Beam) |
| 260 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 261 | Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. |
| 262 | Providing and fixing 150 mm S.C.I. tee at the inlet and outlet of septic tank. |
| 263 | Providing & fixing 75mm dia vent pipes. |
| 264 | Providing & fixing of 75mm dia cast iron terminal guard. |
| 265 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 266 | M.D. -10- Circular shape 500mm internal diameter |
| 267 | L.D. -2.5- Circular shape 450mm internal diameter |
| 268 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 269 | Drain |
| 270 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 271 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 272 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 273 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster. |
| 274 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster. |
| 275 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate |
| 276 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Slabs |
| 277 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform |
| 278 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. Please Enable Macros to View BoQ information |
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