| 1 | 1 | Earthwork in all kinds of soil excavation by manual means in trenches for foundations, drains, pipes, cable etc. (not exceeding 1.5 in width) and for shafts, wells, cesspits and the like not exceeding 10 Sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed all kind of soil | | 449 | Cum |
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| 2 | 2 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundation, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 mtr, including getting out excavated earth and disposal of surplus excavated earth as directed within a lead of 50 meters all kind of soil @40%, ordinary rock @30% & hard rock (blasting prohibited) @30% | | 763 | Cum |
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| 3 | 3 | Providing & laying in position cement concrete of specified grade indluding curing but excluding the cost of centering and shuttering -- All work upto plinth level 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). | | 93 | Cum |
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| 4 | 4 | Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering -- All work upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone agg. 20 mm nominal size) with 20% plums | | 361 | Cum |
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| 5 | 5 | Providing & laying cement concrete in retaining walls, return walls, Walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or laces, courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor 5- level, excluding the cost of centering, shuttering & finishing. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone agg. 20 mm nominal size) crushed. | | 23 | Cum |
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| 6 | 6 | Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering -- All work upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone agg. 20 mm nominal size) | | 391 | Cum |
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| 7 | 7 | Providing & laying in position cement concrete of specified grade indluding curing but excluding the cost of centering and shuttering -- All work upto plinth level 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | | 174 | Cum |
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| 8 | 8 | Providing & laying in position cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded brick agg. 40 mm nominal size).incl all carriage lead, lift, loading/ unloading/handling/ rehandling Complete | | 8 | Cum |
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| 9 | 9 | Providing & Laying Reinforced cement concrete work in beams suspended floors, roofs, having slopes up to 15 * landings , balconies , shelves , Chajjas, lintels, bands plain window sills, stair cases & spiral stair cases up to floor five level excluding the cost of centering , shuttering, finishing & reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg. 20 mm nominal size). | | 48 | Cum |
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| 10 | 10 | Dry Random Rubble masonry with hard stone in foundation & plinth using Nallah stone with bond stone incl all carriage lead, lift, loading/ unloading/handing/ rehanding Complete | | 127 | Cum |
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| 11 | 11 | Filling available excavated earth (excl. rock) in trenches , plinth , sides of foundations etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering, lead up to 50 m & lift up to 1.5 m. | | 80 | Cum |
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| 12 | 12 | Brick work with common burnt clay (Non-modular) brick of class designation 7.5 in foundation and plinth in curing cement mortar 1:4 (1 cement : 4 coarse sand) | | 42 | Cum |
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| 13 | 13 | Brick work with common burnt clay (Non-modular) brick of class designation 7.5 in foundation and plinth in curing cement mortar 1:6 (1 cement : 6 coarse sand) | | 68 | Cum |
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| 14 | 14 | Honey comb brick work 10/11.4 cm thick with common burnt clay (non- modular) bricks of class designation 10 in cement mortar 1:3 (1 cement: 3 coarse sand) and curing complete in superstructure above plinth level upto floor five level | | 7 | Sqm |
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| 15 | 15 | Extra for brick work in Super structure above floor V level for each four floors or part thereof (By manual means) | | 68 | Cum |
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| 16 | 16 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone agg. 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated & grouted with fine sand including finishing the top smooth and curing complete | | 153 | Sqm |
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| 17 | 17 | Applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard & soft wood). | | 800 | Sqm |
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| 18 | 18 | Painting with ready mixed synthetic enamel paint of approved brand and manufacture in all shades to give an even shade New steel work (Two or more coats) | | 800 | Sqm |
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| 19 | 19 | Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacture, over the plastered wall surface to prepare the surface even and smooth complete. | | 3742 | Sqm |
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| 20 | 20 | Distempering with oil bound washable distemper of Approved brand & manufacture to give an even shade over and including priming coat with cement primer. New work (two or more coats) over and including priming coat with cement primer | | 3742 | sqm |
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| 21 | 21 | Finishing walls with water proofing cement paint of approved brand and manufacture to given an even shade new work (two or more coats applied @ 3.84 Kg/ 10 Sqm | | 1290 | Sqm |
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| 22 | 22 | Applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works. | | 389 | Sqm |
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| 23 | 23 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work. | | 389 | Sqm |
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| 24 | 24 | Centering & shuttering incl. strutting , propping etc. and removal of form work for:- | | | |
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| 25 | 24.1 | Foundations, footings, bases of columns etc. for mass concrete | | 1174 | Sqm |
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| 26 | 24.2 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | | 770 | Sqm |
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| 27 | 24.3 | Suspended floors , roofs, landings, balconies, & access platform. | | 104 | Sqm |
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| 28 | 25 | 12 mm thick cement plaster of mix 1:6 (1 cement: 6 fine sand) | | 1484 | Sqm |
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| 29 | 26 | 15 mm thick cement plaster on the rough side of single or half brick of mix 1:6 (1 cement: 6 fine sand) | | 490 | Sqm |
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| 30 | 27 | 15 mm cement plaster on the rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:4 (1 cement : 4 fine sand) | | 205 | Sqm |
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| 31 | 28 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg.) but excl. the cost of nosing of steps etc. 50 mm thick with 20 mm nominal size stone aggregate | | 720 | Sqm |
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| 32 | 29 | Painting top of roofs with bitumen of approved quality at 17 kg per 10 Sqm impregnated with a cost of coarse sand at 60 Cu dm per 10 Sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete. With residual type petroleum bitumen of penetration 80/100. incl. all carriage lead, lift, loading/ unloading/handing/ rehanding Complete | | 610 | Sqm |
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| 33 | 30 | 10 cm thick (average) mud phuska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35kg per cum of earth and gobri leaping with bhusa at 35kg per cum of earth and gobri leaping with mix 1:1 ( 1 clay: 1 cow dung) and covered with flat tile bricks of class designation 1 00 grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finishing neat. | | 610 | sqm |
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| 34 | 31 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design: In 75x75 mm deep chase. | | 152 | Rmt. |
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| 35 | 32 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | | 20 | Each |
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| 36 | 33 | Providing & fixing on wall face unplasticised- Rigid P.V.C rain water pipe confirming to I.S – 13592 type –A incl. jointing with seal ring confirming to I.S- 5382 leaving 10 mm gap for thermal expansion 110 mm dia | | 100 | Rmt |
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| 37 | 34 | Providing and fixing on wall face unplasticised-PVC moulded fitting / accessories for unplasticised- rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10mm gap for thermal expansion Coupler 110mm. | | 40 | Each |
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| 38 | 35 | Providing & fixing on wall face unplasticised-PVC moulded fittings / accessories for unplasticised rigid PVC rain water pipes confirming to IS:13592 type A including jointing with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansion clips 110 mm dia | | 110 | Each |
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| 39 | 36 | Chequered precast cement concrete tiles 22 mm thick in footpath and courtyard jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) medium shade using 50% white cement and 50% ordinary cement. | | 596 | Sqm |
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| 40 | 37 | Providing & Laying Reinforced cement concrete work in beams suspended floors, roofs, having slopes up to 15 * landings , balconies , shelves , Chajjas, lintels, bands plain window sills, stair cases & spiral stair cases up to floor five level excluding the cost of centering , shuttering, finishing & reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg. 20 mm nominal size). | | 3 | Cum |
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| 41 | 38 | Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete TMT bars. | | 6431 | Kg |
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| 42 | 39 | Construction brick masonary manhole in cement mortar 1:4 (1 cement : 4 coarse sand) R.C.C top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size ) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. Inside size 90x80cm and 45cm deep including angle Iron frame 50x50x6mm and precast RCC slab cover with 40x40x5mm frame (2'-0\" x 2'-0\") with F.P.S bricks with class designation 75 & with crushed stone aggregate. | | 20 | Each |
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| 43 | 40 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work). 25mm dia nominal bore. | | 250 | Mtrs |
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| 44 | 41 | Providing & fixing G.I. pipes complete excluding cost of pipes, fittings and earth work 25 mm dia GI pipes | | 250 | Rmt. |
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| 45 | 42 | Structural steel work welded in built up sections trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | | 7880 | Kg |
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| 46 | 43 | Making connection of GI distribution branch with GI main of following sizes by providing & fixing Tee, including cutting and threading the pipe etc complete 25 to 40 mm nominal bore | | 10 | Each |
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| 47 | 44 | Providing and fixing unplasticised PVC connections pipe with brass unions 45 cm length 15 mm nominal bore. | | 50 | Each |
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| 48 | 45 | Providing and fixing ball valve (brass) of approved quality complete 25 mm nominal bore | | 12 | Each |
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| 49 | 46 | Providing & fixing white vitreous china pedestal type water closet(European Type W.C pan) with seat & lid, 10 litre low level P.V.C flushing cistern including flush pipe with manually controlled device (handle lever) conforming to IS: 7231, with all fittings & fixtures, complete including cutting & making good the walls & floors wherever required W.C pan with ISI marked white solid plastic seat & lid. | | 7 | Each |
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| 50 | 47 | Providing & fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required White vitreous china wash basin size 550x400 mm with a single 15 mm C.P. brass pillar taps. | | 7 | Each |
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| 51 | 48 | Providing & fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings | | 4 | Each |
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| 52 | 49 | Providing & fixing 600 x 450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | | 10 | Each |
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| 53 | 50 | Providing and fixing PVC waste pipe for sink or wash basin including PVC waste fitting complete flexible pipe 32mm dia. | | 11 | Each |
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| 54 | 51 | Providing & fixing P.V.C waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 40 mm dia. | | 4 | Each |
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| 55 | 52 | Providing and fixing C.P brass long nose bib cock of approved quality confirming to IS standards and weighing not less than 810 grams 15 mm nominal bore. | | 20 | Each |
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| 56 | 53 | Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved make conforming to IS : 8931. 15mm nominal bore.\n | | 50 | Each |
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| 57 | 54 | Structural steel work welded in built up section/ framed work including cutting hoisting, fixing in position & applying a priming coat of approved steel primer using structural steel etc as required in grating frames, guard bars, ladders, railings brackets, gates & similar works. | | 5032 | Kg |
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| 58 | 55 | Providing and fixing 100mm sand cast iron grating for gully, floor or Nahani trap | | 4 | Each |
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| 59 | 56 | Providing & fixing C.P brass bib cock of approved quality confirming to IS 8931: 15 mm nominal bore. (Parry ware, Cera, etc). | | 10 | Each |
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| 60 | 57 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing and similar work including applying a priming coat of approved steel primer. MS tube (Medium) 40 mm nominal bore | | 586 | Kg |
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| 61 | 58 | Supplyibng & fixing CI cover without frame for manholes | | | |
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| 62 | 58.1 | 455x610 mm rectangular CI cover (light duty) the weight of the cover to be not less than 23 kg | | 4 | Each |
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| 63 | 58.2 | 500 mm diameter CI cover (medium duty) the weight of the cover to be not less than 58 kg | | 1 | Each |
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| 64 | 59 | Supplying & stacking of graded stone aggregate at site of size range (excluding carriages). 63 mm to 45 mm (Nallah) | | 248 | Cum |
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| 65 | 60 | Laying water bound macadam with specified stone aggregate with good earth including spreading to template & consolidation with power road roller of 8 to 10 tonne capacity etc. Complete (payment for stone aggregate & good earth shall be made separately). Base course with 63 mm to45 mm size with good earth. | | 248 | Cum |
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| 66 | 61 | Supplying & stacking of good earth at site excluding carriage | | 37 | Cum |
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| 67 | 62 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, fior all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specification and directions of engineer in charge | | 124 | Cum |
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| 68 | 63 | Providing & applying tack coat using hot straight run bitumen of grade 80/100 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning & preparing the existing road surface as per specifications on WBM @0.75 kg/ sqm | | 1650 | Sqm |
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| 69 | 64 | Providing & laying bituminous macadam on prepared surface with specified graded crushed stone aggregate for profile corrective base/ binder course including loading of aggregat4e with F.E loader, hot mixing of stone aggregates in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with paver finisher fitted with electronic sensing device to the required level and grade and rolling with road rollers, as per MORTH specification to achieve the desired density and compaction but excluding the cost of primer/ tack coat 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @3.50% (percentage by weight of total mix) prepared in Drum type hot mix plant of 100-120 TPH capacity | | 83 | Cum |
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| 70 | 65 | Providing & applying tack coat using hot straight run bitumen of grade 80/100 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning & preparing the existing road surface as per specifications on BM @0.50 kg/ sqm | | 1650 | Sqm |
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| 71 | 66 | 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid separately) with paving asphalt 60/70 with no solvent | | 1650 | Sqm |
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| 72 | 67 | Providing & laying seal coat of premixed fine aggregate (passing 2.36 mm & retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade 80/100 bitumen per cum of fine aggregate & 0.60 cum of fine aggregate per 100 sqm of road surface including rolling & finishing with road roller all complete. | | 1650 | Sqm |
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| 73 | 68 | Providing and fixing Salem Stainless steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with C.I brackets and stainless steel plugs 40 mm including painting of fittings and brackets cutting and making good the walls wherever required. Kitchen sink with drain board 510x1040 mm bowl depth 250 mm. | | 2 | Each |
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| 74 | 69 | Trenching in rodinary soil upto a depth of 60 cm including removal and stacking of serviceable materials and then disposing off by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure) | | 1032 | Cum |
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| 75 | 70 | Supplying and stacking of good earth at site including royalty & carriage complete (earth measured in stacks will be reduced by 20% for payment) | | 480 | Cum |
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| 76 | 71 | Rough dressing of the trenched ground including breaking clods | | 1760 | Sqm |
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| 77 | 72 | Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation | | 1760 | Sqm |
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| 78 | 73 | Fine dressing of ground | | 1760 | Sqm |
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| 79 | 74 | Spreading of sludge, dump manure or/ and good earth in required thickness as per directions of officer in charge (cost of sludge, dump manure or/ and good earth to be paid separately) | | 1032 | Cum |
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| 80 | 75 | Mixing earth and sludge or manure in proportion specified or directed by officer in charge | | 1032 | Cum |
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| 81 | 76 | Grassing with selection No. 1 grass including watering & maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds & fit for mowing including supplying of good earth if needed (the good earth shall be paid separately) with grass turf | | 1720 | Sqm |
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| 82 | 77 | Providing and laying non-pressure NP3 class ( Heavy duty) 1000 mm dia RCC H.P with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement :2 fine sand ) including testing of joints ,Cost of pipes etc incl all carriage lead, lift, loading/ unloading/handling/ rehandling Complete ( Recovery rate of 8'-0\" length pipe with collars @ Rs.10000+ Taxes each) if supplied by the department.\n | | 3 | No. |
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| 83 | 78 | Providing and laying non-pressure NP3 class (Light duty) 600 mm dia RCC H.P with collars jointed with stiff mixture of cement mortar in the \nproportion of 1:2 ( 1 cement :2 fine sand ) including testing of joints ,Cost of pipes etc complete ( Recovery rate of 8'-0\" length pipe with collars @ Rs.3750+ Taxes each) if supplied by the department.\n | | 8 | No. |
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| 84 | 79 | Providing & Filling of RBM (River Bed Material) on road surface, including watering and compacting with power road roller under optimum moisture conditions to give at least dry density incl all carriage lead, lift, loading/ unloading/handling/ rehandling Complete | | 72 | Cum |
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| 85 | 80 | Providing and laying 80mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge | | 413 | Sqm |
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| 86 | 81 | Carriage of material by M.T incl loading/unloading & stacking complete | | | |
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| 87 | 81.1 | Sand av lead 60 km | | 503 | Cum |
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| 88 | 81.2 | Stone agg Below 40 mm nominal size av lead 5 km | | 698 | Cum |
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| 89 | 81.3 | Stone av lead 5 km | | 204 | Cum |
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| 90 | 81.4 | Brick av lead 120 km | | 58964 | No. |
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| 91 | 81.5 | Brick tiles av lead 120 km | | 22587 | No. |
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