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| 1 | Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50m - all kinds of soil |
| 2 | Supplying and filling with gravel(excluding rock) in trenches , plinth, sides of foundations etc . In layers not exceeding 20 cm in depth onsolidating each deposited layers by ramming and watering etc .complete including all lead and lift |
| 3 | Providing and laying in position cementconcrete of specified grade excluding the cost of centering and shuttering - all workupto plith level - 1:2:4 (1 cement : 2coarse sand : 4 graded stone aggregate 20mm nominal size) |
| 4 | Providing and laying in position cementconcrete of specified grade excluding the cost of centering and shuttering - all workupto plith level - 1:4:8 (1 cement : 4coarse sand : 8 graded stone aggregate 40mm nominal size) |
| 5 | Providing and laying in position specified grade of reinforced cement concrete ,excluding the cost of centering , shuttering , finishing and reinforcement - All work upto plinth level 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 6 | Centering and shuttering including strutting , propping etc and removal of form for - foundations, footings, bases ofcolumns etc for mass concrete |
| 7 | Centering and shuttering includingstrutting , propping etc and removal of form for - Lintels , beams , plinth beams ,girders , bressumers and catilevers |
| 8 | Providing , hoisting and fixing upto floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement , with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) |
| 9 | Steel reinforcement for R.C.C.work including straightening , cutting , bending placing in position and binding all complete upto plinth level - Mild steel andMedium Tensile steel bars |
| 10 | Brick work with common burnt clay F.P.S.(non modular ) bricks of class designation3.5 in foundation and plinth in - cementmortar 1:4 (1 cement : 4 coarse sand) |
| 11 | Providing and fixing colour coated galvalume sheet of 550 M.P.A. yield of AZ 150 strength formed as per patterned steel rib profile with the depth of 31 mm pitch of 250 mm and overall width of 1060 mm and thickness 0.5mm with required J or C hook bolts and nuts 8mm dia G.S.paint andworking etc., complete excluding the costof purlin , rafter and truss etc., |
| 12 | 20mm cement plaster of mix 1:4 (1 cement : 4 coarse sand) |
| 13 | 12mm cement plaster finished with afloating coat of neat cement of mix - 1:3 (1 cement :3 fine sand) |
| 14 | Providing and laying non - pressure NP2 class (light duty) R.C.C pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.complete - 250 mm dia R.C.C. pipe |
| 15 | Supplying and fixing C.I.cover without frame for manholes - 455 x 610 mmrectangular C.I.cover (light duty) the weight of the cover to be not less than 23 kg |
| 16 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality - LD - 2.5 -rectangular shape 600x450 mm internaldimensions |
| 17 | Constructing brick masonry chamber forunderground C.I. inspection chamber andbends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I.cover with frame (light duty) 455 x 610 mm internal dimensions , total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10graded stone aggregate 40mm nominal size ), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand)finished smooth with a floating coat of neat cement on walls and bed concrete extra complete as per standard design - inside dimensions 500x 700 mm and 45 cm deep for pipe line with one or two inlets - with common burnt clayF.P.S. (non modular) bricks of classdesignation 7.5 |
| 18 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1cement : 4 coarse sand) C.I.cover with frame (light duty) 455 x 610 mm internal dimensions , total weight of cover withframe to be not less than 38 kg (weight ofcover 23 kg and weight of frame 15kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) foundation concrete 1:5:10(1 cement : 5 fine sand : 10graded stone aggregate 40mm nominal size ), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete extra complete as per standard design - inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets - with common burntclay F.P.S. (non modular) bricks of class designation 7.5 |
| 19 | Extra for depth beyond 45 cm of brick masonry chamber - for 500x700mm size - with common burnt clay F.P.S. (non modular)bricks of class designation 7.5 |
| 20 | Extra for depth beyond 45 cm of brick masonry chamber - for 600x850mm size - withcommon burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 21 | Supply of Quarry rubbish including stacking to department gauge for premeasurement and spreading required thickness |
| 22 | Providing, laying and jointing UPVC pipes (Finolex / jain / Supreme / Truebore / Nandi) (0.6Mpa)conforming to ISspecification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,excluding UPVC specials such as bends,tees,threadedpieces, couplers,reducer,endcaps etc., complete all as per IS and CPWD specification. - 110mm dia. |
| 23 | Providing, laying and jointing UPVC pipes(Finolex / jain / Supreme / Truebore / Nandi) (0.6 Mpa)conforming to ISspecification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment, testing of joints with required testing equipment,including cost of solvent cement,excluding UPVC specials such as bends,tees,threadedpieces,couplers,reducer, endcaps etc.,complete all as per IS and CPWD specification. - 140mm dia. |
| 24 | Providing and fixing in position UPVCmoulded equal Tee (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 110mm dia |
| 25 | Providing and fixing in position UPVCmoulded equal Tee (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 140mm dia |
| 26 | Providing and fixing in position UPVC moulded plain coupler (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete -110mm dia |
| 27 | Providing and fixing in position UPVCmoulded plain coupler (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 140mm dia |
| 28 | Providing and fixing in position UPVC moulded elbow (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc,complete - 110mm dia |
| 29 | Providing and fixing in position UPVCmoulded elbow (Finolex / jain)(0.6 Mpa)conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc, complete - 140mm dia |
| 30 | Providing and fixing in position UPVCfabricated bend (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc, complete - 110 mm dia |
| 31 | Providing and fixing in position UPVCfabricated bend (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing, jointing materials etc, complete - 140 mm dia |
| 32 | Cutting open B.T. Road or macadam road for laying water main / sewer lines and stacking the usable materials on road side for reuse in road works. |
| 33 | Removal of unserviceable soil including excavation, loading and disposal upto 1000 m lead but excluding replacement bysuitable soil which shall be paidseparately as per Clause 305. |
| 34 | Scarifying the existing granular road surface to a depth of 50mm and disposal of scarified material within all lifts and leads upto 1000 metres - by manual means. |
| 35 | Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - by plant mix method - for grading II material. |
| 36 | Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - by plant mix method - for grading III material. |
