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| 1 | Earth work in excavation by manual means in trenches for foundations, 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 andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavatedearth as directed:All kinds of soil. |
| 2 | Earth work in excavation by manual means in trenches for foundations, 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 andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavatedearth as directed:Ordinary rock. |
| 3 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil. |
| 4 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.Ordinary rock. |
| 5 | Providing and laying cement concrete 1:4:8 mix (1 cement:4 course sand :8 graded stone aggregate 40mm nominal size) incl. Curing but cxcl. Cost of form work |
| 6 | Providing and laying cement concrete 1:2:4 mix (1 cement:2 course sand :4 graded stone aggregate 20mm nominal size) incl. Curing but cxcl. Cost of form work |
| 7 | Providing and laying cement concrete 1:3:6 mix (1 cement:3 course sand :6 graded stone aggregate 20mm nominal size) incl. Curing but cxcl. Cost of form work |
| 8 | Reinforced cement concrete work in beams, suspended floors, roof having slope up to 150,landings,balconies,shelves,chajjas,lintels,bands plain window sills, stair case and spiral stair cases up to floor V-level excluding the cost of centring, shuttering, finishing and reinforcement with 1: 1½:3 (1 cement:1½ course sand :3 graded stone aggregate 20mm nominal size) |
| 9 | Reinforcement cement concrete work in Arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15°upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with M-20 graded concrete 1:1½:3 (1cement : 1½ coarse sand: 3 graded stone aggregate 20mm nominal size) |
| 10 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified gfrade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. All wprk upto plinth level.Note: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix. |
| 11 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified gfrade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. All wprk above plinth level upto floor five level.Note: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix. |
| 12 | Reinforcement for RCC work incl. straightening, cutting Bending , placing in position and binding all complete.(cold twisted bars) |
| 13 | Centering and shuttering including strutting, propping etc. And removal of form work for.Foundation, footing, bases of columns etc. For mass concrete. |
| 14 | Extra for shuttering in circular work |
| 15 | Centering and shuttering including strutting, propping etc. And removal of form work for. Walls( any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 16 | Extra for shuttering in circular work |
| 17 | Centering and shuttering including strutting, propping etc. And removal of form work for. Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 18 | Extra for shuttering in circular work |
| 19 | Centering and shuttering including strutting, propping etc. And removal of form work for. Suspended floors, roofs, landings, balconies and access platforms. |
| 20 | Centering and shuttering including strutting, propping etc. And removal of form work for. Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 21 | Centering and shuttering including strutting, propping etc. And removal of form work for. Arches, domes, vaults upto 6 m span |
| 22 | 15mm cement plaster on rough side of single or half brick wall of mix 1:4 mix (1 cement:4 course sand ) |
| 23 | Extra for plastering on circular work not exceeding 6m in radius: In one coat |
| 24 | Cement concrete flooring 1:2:4 (1 cement:2 course sand:4 graded stone aggregate ) finished with a floatingofneat cementincl. cement slurry.40mm thick with20mm nominal size stone aggregate |
| 25 | Providing and mixing water proofing material in cement concrete work @ 1 Kg Per 50 Kg of cement bag |
| 26 | Fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. (medium) nominal bore for washout/ delivery main / over flow welded with M.S. Plate 1.25 mm thick 150 x150 mm size etc. complete excluding cost of pipe. |
| 27 | Structural steel work in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works ( forGate ,ladder and Manhole cover) |
| 28 | Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade on new work.(two or more coats applied @3.84 Kg/ 10sqm.) |
| 29 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 30 | Painting with synethic enemal paint of approved brand and manufacture to give an even shade ( two or more coats on new work) |
| 31 | Supply of stones( nallah 225mm nominal size) |
| 32 | Dumping stones on horizontal on level (excld. Supply of stones) |
| 33 | Providing & Incorporating (during concreting) GP sheet strip water seal 1.25mm (nominal thick) at construction joints including jointing of ends so as to form a continous barrier, strip area (excluding laps) to be measured (width upto 20cm) |
| 34 | Providing and fixing S.C.I S & S 100mm dia bend. |
| 35 | Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. G.I Pipe 15 mm dia |
| 36 | Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. G.I Pipe20mmφ |
| 37 | Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. G.I Pipe25mmφ |
| 38 | b)Laying and fitting of HDPE pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. HDPE Pipe32mmφ |
| 39 | Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. G.I Pipe32mmφ |
| 40 | b)Laying and fitting of HDPE pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. HDPE Pipe40mmφ |
| 41 | Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. G.I Pipe40mmφ |
| 42 | b)Laying and fitting of HDPE pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. HDPE Pipe50mmφ |
| 43 | Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. G.I Pipe50mmφ |
| 44 | b)Laying and fitting of HDPE pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. HDPE Pipe63mmφ |
| 45 | Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. G.I Pipe65mmφ |
| 46 | Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. G.I Pipe80mmφ |
| 47 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end).20 mm nominal bore |
| 48 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end).25 mm nominal bore |
| 49 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end).32 mm nominal bore |
| 50 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end).40 mm nominal bore |
| 51 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end).50 mm nominal bore |
| 52 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end).65 mm nominal bore |
| 53 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end).80 mm nominal bore |
| 54 | Providing and fixing 80mm dia C.I. sluice valves /Chak Valves as per specification (IS:14846) for control purpose in proposed pipe of following dia including jointing material (bolts, nuts, gaskets, washers, rubber insertious etc.) complete including testing 1.6 Mpa (16Kg/Cm2) |
| 55 | Welding of joints by electric arc welding including, testing and commissioning of joints including carriage of set and all other accessarories including making arrangements for electric supply/arrangement for Generator etc complete |
| 56 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. 25 to 40 mm nominal bore |
| 57 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc.50 to 80 mm nominal bore |
| 58 | Providing & Fixing brass bib cock of approved quality 15 mm nominal bore |
| 59 | Providing & fixingbrass ferrule with C.I . Mouth cover including boring & tapping the main 15 mm nominal bore |
| 60 | Dismentling of Bitumen course by manually/mechanically means and disposal of dismanttled material lead upto 50mtr and laying of B.T surface with 25mm rhick top layer after laying of pipe as per instructions of site Engineer (Complete job) including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge Bituminous road. |
| 61 | .Carriage of cement by Mechanical Transport from nearest market (to be identified by engineer in charge) to road side of work including cost for loading and unloading.for an av. distance of 25Km |
| 62 | .Carriage of cement by Head Load from road site stacking place (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 2000mtr |
| 63 | .Carriage of Steel by Mechanical Transport from nearest market (to be identified by engineer in charge) to road side of work including cost for loading and unloading.for an av. distance of 25Km |
| 64 | .Carriage of Steel by Head Load from road site stacking place (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 2000mtr |
| 65 | .Carriage of stone aggregate (Crushed) below 40 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of35Km |
| 66 | .Carriage of stone aggregate (Crushed) below 40 mm by Head Load from dumping site (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of2000mtr |
| 67 | Carriage of stone agg. 40mm and above by mechanical transport from nearest source to site of work including cost for loading and unloading & average distance of 35Km. |
| 68 | Carriage of Stone aggregate above 40mm (Crushed)by Head load from dumping place (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of2000mtr |
| 69 | Carriage of Soling stone/ boulders by head load from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 1000mtr |
| 70 | .Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of35Km |
| 71 | Carriage of Sand by Head load from dumping place (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of 2000mtr |
| 72 | Carriage of G.I pipes from store by Mechanical transport to dumping place including cost of loading and unloading for an average distance of 170Km |
| 73 | Carriage of HDPE pipes from store by Mechanical transport to dumping place including cost of loading and unloading for an average distance of 170Km |
| 74 | Carriage of G.I pipes by Head Load from dumping place to site of workincluding loading and unloading for an average distance of 5000mtr |
| 75 | Carriage of HDPE pipes by Head Load from dumping place to site of workincluding loading and unloading for an average distance of 5000mtr |
