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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 and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil (1 meter from cutting edge). |
| 2 | 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.2.6.2 Ordinary Rock |
| 3 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS :150 mm dia Ductile Iron Class K - 7 Pipes |
| 4 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket. 150 mm dia pipe |
| 5 | P/F of MS fittings viz bends of suitable degree Tees, etc to be fabricated from 8 mm thick MS plate as per the requirement of site & as per the direction of EIC. This includes cost of lead spun yarn & lead caulking. The work should be leak proof & should be painted with anti anti- corrossive red red oxide primer ( to be paid as peractual) |
| 6 | Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification.(1 kg of water proofing material in 50 kg of cement) |
| 7 | Dismentalling of existing damaged sump for making byepass arrangements during execution of work as per the directions of engineer incharge 9 to be paid as per actual) |
| 8 | Providing and fixing G.I. pipes (Light)complete including cost of pipes and pipe fittings such as tees, bends, sockets, unions, R-sockets, nipples of reputed manufactures like Jindal, Surya, Prakash, Tata etccomplete of followingnominal bore. The cost includes all carriages, leads,lifts, handling and re-handling charges following with G.I. fittings excluding trenching and refilling etc. (external work). Light100 mm dia G.I (Light Class-A) @ 9.89 kg/mtr) |
| 9 | 80 mm dia G.I (Light A-Class @ 6.81 kg/mtr) |
| 10 | 50 mm dia GI Pipes(Light A-Class @ 4.11 kg/mtr) |
| 11 | 40 mm dia GI Pipes (Light A-Class @ 3.25 kg/mtr) |
| 12 | 25 mm dia GI Pipes (Light A-Class @ 2.01 kg/mtr) |
| 13 | 20 mm dia GI Pipes (Light A-Class @ 1.41 kg/mtr) |
| 14 | 15 mm dia GI Pipes (Light A-Class @ 0.95 kg/mtr) |
| 15 | 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. complete25 to 40 mm nominal bore |
| 16 | 50 to 80 mm nominal bore |
| 17 | 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. |
| 18 | P/F of 250 mm dia sluice valve of reputed make (VAG)with ISI Mark |
| 19 | P/F of 150 mm dia sluice valve of reputed make (VAG)with ISI Mark |
| 20 | Providing and laying of stone soling(dully hand packed) on horizontal level. |
| 21 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). |
| 22 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level:1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 23 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 24 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 25 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size). |
| 26 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level:Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 27 | Centering, shuttering including strutting, propping etc and removal of form for:Foundation, footings, bases of columns etc. for mass concrete. |
| 28 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 29 | Arches, domes, vaults upto 6 m span |
| 30 | Extra for arches, domes, vaults exceeding 6 m span |
| 31 | 12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 (1 cement : 3 fine sand) |
| 32 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge.16.25.1 Made of G.I. wire of dia 4 mm |
| 33 | Structural steel work 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.Welded |
| 34 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angles 40x40x6mm for diagonal braces |
| 35 | Carriage of different materials from different sources to dumping site of work by Mechanical Transport including loading, unloading, stacking etc:Cement, and Steel for an average lead of10 km |
| 36 | Sand/stone agg for an average lead of 20 km. |
| 37 | Stone Soling for an average lead of10 km. |
| 38 | Extra Carriage of different materials from dumping site to actual site of work by manual labouro including loading, unloading, stacking etc:for an average lead of 400 mtr Cement, steel |
| 39 | sand/ 20mm agg |
| 40 | Stone Soling |
| 41 | Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajri and labour required. Bituminous portion |
| 42 | Water bound macadam |
| 43 | P/F/Iof Degital Flow meters of reputed make with ISI Mark including all accessiories and carriages complete job (To be paid as per requirement/directions of Engineer Incharge at Site) |
