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| 1 | Clearing Grass and Removal of Rubbish, Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . as per specification and direction of E/I. Part -A , Common Item of Works ,Page:-195 & S No:-2.02 |
| 2 | Earth work in excavation in canals by the hydraulic excavator as per designed section in all kinds of soil, mixed with kankar, pebbles and boulders upto 300mm size and disposel of spoil upto 500m with all lifts by tipper including costruction and maintanance of hual road allwith excavated earth in proper profile and clod breaking and laying earth in 225mm layers all complete as per Specification and direction of E/I.3/ Part -B (W. R. D. ) Page No- 138 & Item No-7.1.43.2. |
| 3 | Earth work in excavation in of foundation trenches in ordinary soil (Vide classification of soil item -A) and disposal of excavated earth so obtained (50 M away from the edge of the trenches ) with initial lead of 150M and initial lift of 1.5m all complete as per Specification and direction of E/I . 1/ Part -B (W. R. D. ) Page No- 119 & Item No- 6.1.8 |
| 4 | Earth work in ordinary rock or soft rock (where blasting is not needed vide classification of soil item - C with initial lead of 150 m and lift of 1.50 m as per Specification and direction of E/I . Part -B (W. R. D. ) Page No- 171 & Item No- 5.1.15.2 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level Providing and laying P. C. C. M150 with nominal 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)all complete as per bulding specification and direction of E/I. Part -B ( B. C. D.) ,Page:-106, Item No:-5.3.1.2 |
| 6 | Providing ramdom rubble stone masonary in c.m. (1:4) in foundation and plinth with hammer dressed stone of less then 0.03 m3 in volume and clean coarse sand of F.M.2.to 2.5 including cost of screening , racking out joints, to 20mm,depth, curing taxes and royality all complete as per bulding specification and direction of E/I. Part - A , Common Item of Works Page No- 204 & Item No- 5.2.28 |
| 7 | Providing ramdom rubble stone masonary in c.m. (1:4) in superstructure and with hammer dressed stone of less then 0.03 m3 in volume and clean coarse sand of F.M.2.to 2.5 including cost of screening of materials,Scaffolding, racking out joints, to 20mm,depth, curing texas and royality all complete as per bulding specification and direction of E/I. Part - A , Common Item of Works Page No- 204, & Item No- 5.2.31 |
| 8 | 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, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: Providing and laying P. C. C. M150 with nominal 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) all complete as per bulding specification and direction of E/I. Part -B ( B. C. D.) ,Page:-106, Item No:-5.3.2.2 |
| 9 | 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. R. C. C. M200 with nominal 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) all complete as per bulding specification and direction of E/I Part -B ( B. C. D.) ,Page:-107, Item No:-5.3.9.1 |
| 10 | Prov. Tor Steel reinforcement of 8mm Dia bars as par approved design and drawin....do..do. (TMT coil Fe 500 (Only valid for Tata (Tiscon), Sail, JSPL, Electro steels Ltd. Bokaro and Vijag (RINL) Part - B (B. C. D), Page:-119, & Item No-5.5.4 |
| 11 | Prov. Tor Steel reinforcement of 10 mm, 12mm & 16 mm. Dia bars as par approved design and drawin....do..do. (a) 10 mm (TMT coil Fe 500 (Only valid for Tata (Tiscon), Sail, JSPL, Electro steels Ltd. Bokaro and Vijag (RINL) Part - B (B. C. D), Page:-119, & Item No-5.5.5 (a) |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete as per building specification and direction of E/I Part - B (B. C. D), Page:-108, & Item No-5.3.17.1 |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers as per building specification and direction of E/I . Part - B (B. C. D), Page:-108, & Item No-5.3.17.5 |
| 14 | Providing 25 mm cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening ,curing,with all leads and lifts of water scaffolding taxes and royalty all . complete job as per building specification and direction of E/I Part - A , Common Item of Works Page No- 200 & Item No-5.7.12 |
| 15 | Providing 12mm thick cement plaster (1:4) with approved quality of sand of requisite F. M.(2.5 to3.0) wished and screened including curing scaffolding , wherever required and its removel royalty and all taxes etc complete job as per -do-do- all complete as per specification and direction of E/I. Part - A common Item of Works Page No- 200 & Item No-5.7.2 |
| 16 | Providing 1.5mm thick cement punning including curing etc -do-do- all complete as per specification and direction of E/I Part - A , Common Item of Works Page No- 200 & Item No-5.7.11 |
| 17 | Supplying & laying boulder in rock toe, heel trenches of the dam as per design & drawing including the cost of materials, royalty and all taxes etc. But excluding the cost of carriages all complete as per specification and direction of E/I Part - A Common Item of Works Page- 209 & Item No-5.6.4 |
| 18 | Earth work in filling foundation trenches and back filling of masonry structure with suitable aerth in layers not exceeding 150mm thick well watered, rammaed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5m, as per specification and direction of E/I Part -B (W R D ) Page No:-120 & Item No :-6.1.16 |
| 19 | Providing weep holes with dry graded stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/I. Part - A , Common Item of Works Page- 209 & Item No-6.7.6 |
| 20 | Provision of dewatering with 10 H.P diesel pump set including P.O.L (W R D ) Page No-83 & SI No:-10 & PM -29 |
| 21 | Carriage of materials Cement |
| 22 | Stone Chips |
| 23 | Stone Boulder |
| 24 | M.S Rod |
| 25 | Provision of GST @ 18% |
| 26 | Add 1% Labour Cess Please Enable Macros to View BoQ information ` |
