| 1 | 1 | Carriage of materials by Mechanical Transport including loading, unloading and stacking lead upto 3.00 Km.\nLime, moorum, building rubbish | | 68.53 | cum |
| 2 | 2 | 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.\nAll kinds of soil. | | 8.78 | cum |
| 3 | 3 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then\nreturning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :\nPipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | | 300 | Metre |
| 4 | 4 | Providing and laying in position cement concrete of specified grade excluding\nthe cost of centering and shuttering - All work up to plinth level : | | | |
| 5 | 4.01 | \"1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). | | 0.24 | cum |
| 6 | 4.02 | 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). | | 1.46 | cum |
| 7 | 5 | 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\nreinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | | 2.21 | cum |
| 8 | 6 | Centering and shuttering including strutting, propping etc. and removal\nof form for all heights : Columns, Pillars, Piers, Abutments, Posts and Struts | | 25.2 | Sqm. |
| 9 | 7 | Steel reinforcement for R.C.C. work including straightening, cutting,\nbending, placing in position and binding all complete above plinth level.\nThermo-Mechanically Treated bars of grade Fe-500 D or more. | | 225.83 | Kg |
| 10 | 8 | 12 mm cement plaster of mix :\n1:4 (1 cement: 4 coarse sand) | | 25.2 | Sqm. |
| 11 | 9 | Neat cement punning | | 25.2 | Sqm. |
| 12 | 10 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.\nNominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | | 59.75 | cum |
| 13 | 11 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering\nprocess and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable\nseparately). | | 35 | cum |
| 14 | 12 | Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement. | | 35 | cum |
| 15 | 13 | Providing and fixing soil, waste and vent pipes : 100 mm dia\nSand cast iron S&S pipe as per IS: 1729 | | 48 | Metre |
| 16 | 14 | Providing and fixing terminal guard : 100 mm\nSand cast iron S&S as per IS - 1729 | | 10 | Each |
| 17 | 15 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.\nInternal work - Exposed on wall\n25 mm dia nominal bore | | 15 | Metre |
| 18 | 16 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work\n25 mm dia nominal bore | | 200 | Metre |
| 19 | 17 | 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. complete : \n25 to 40 mm nominal bore | | 2 | each |
| 20 | 18 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :\n25 mm nominal bore | | 2 | each |
| 21 | 19 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per\nstandard design :\nWith common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | | 2 | each |
| 22 | 20 | Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :\n25 mm diaMetre pipe | | 14.83 | Metre |
| 23 | 21 | Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :\n25 mm diaMetre pipe | | 200 | Metre |
| 24 | 22 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard\ndesign :\n150 mm diaMetre S.W. pipe | | 300 | Metre |
| 25 | 23 | Proving 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 cement : 2 find sand) including testing of joints etc complete :\n150 mm dia. R.C.C. pipe | | 300 | Metre |
| 26 | 24 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat ement, all complete as per standard design : 0.91 m deep with SFRC cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming\nto I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at\nthe external surface shall be paid for separately) :\nWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | | 4 | Each |
| 27 | 25 | Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m \nWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | | 0.5 | Metre |
| 28 | 26 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality\nEHD - 35 - Circular shape 560 mm internal dia | | 10 | Each |
| 29 | 27 | Providing and laying dry brick aggregate 40mm nominal size in foundation and plinth including spreading and ramming in layers as directed by Engineer-in-charge. | | 35.92 | Cum |
| 30 | 28 | Providing and fixing non Asbestos multi purpose fibre cement board strips in joints of cement concrete pavements 50mm+/_5mm wide and 6mm thick normal length should not be less than 90cm | | 60 | Metre |
| 31 | 29 | Deduct for not providing using screed board vibrator, vaccum dewatering, process and finally finished by floating, brooming with wire brushes etc. Complete as per specification and dirction of Engineer in charge in providing and laying CC pavement of Mix, M-25 with ready mix concrete from batching plant | | 36 | cum |
| 32 | 30 | Add 17.65 % in cost index as per order of GNCTD (Except item no. 19,20,21,22,23) | | 861832 | % |
| 33 | 31 | less 9.50% | | 1.01395e+06 | sum |
