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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 excavated earth as directed: |
| 2 | All kinds of soil |
| 3 | Ordinary rock |
| 4 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. (All kinds of soil) |
| 5 | All kinds of Soil |
| 6 | Ordinary Rock |
| 7 | 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. |
| 8 | Providing and laying hand packed stone soling 50 mm nominal size including filling, spreading, dressing, ramming, all leads lifts and all carriages complete. |
| 9 | 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: |
| 10 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 11 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 12 | 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, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with |
| 13 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size |
| 14 | 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 |
| 15 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 16 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 17 | 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. |
| 18 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 19 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with: |
| 20 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 21 | Reinforced cement concrete work in arches, arch ribs, 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: |
| 22 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 24 | Foundations, footings, bases of columns etc. for mass concrete. |
| 25 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 26 | Suspended floors, roofs, landings, balconies and access platforms. |
| 27 | Arches, domes, vaults upto 6 m span |
| 28 | Extra for arches, domes, vaults exceeding 6 m span |
| 29 | Extra for shuttering in circular work (20% of respective centering and Shuttering items) |
| 30 | Foundation |
| 31 | Walls |
| 32 | Domes |
| 33 | 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) |
| 34 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete approved make from factory/workshop to construction site including placing in position and binding all complete upto plinth level. |
| 35 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 36 | Steel work welded 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. as requiredIn gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.. |
| 37 | Steel work welded 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. as requiredIn gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.. |
| 38 | 12mm Cement plaster finished with a floating coat of neat cement of mix: |
| 39 | 1 : 3 ( 1 cement : 3 fine sand) |
| 40 | 12mm Cement plaster |
| 41 | 1 : 4 ( 1 cement : 4 fine sand |
| 42 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 43 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work |
| 44 | Providing & fixing of MS pipes / fittings viz bends of suitable degree, tees, collars etc to be fabricated from 6mm Nominal Size MS plate as per the requirement of site including cost of welding. The work should be leakproof and should be painted with anti corrosive red oxide primer. Complete Job. |
| 45 | 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. (Made of G.I. wire of dia 4 mm) |
| 46 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. |
| 47 | 20 mm dia. nominal bore |
| 48 | 25 mm dia. nominal bore |
| 49 | 40 mm dia. nominal bore |
| 50 | 50 mm dia. nominal bore |
| 51 | 65 mm dia. nominal bore |
| 52 | Providing and fixing of MS flanged joints (12mm thick) to double flanged GI/DI pipes including cutting of pipes, welding charges, cutting of flanges, rubber gasket, bolts, nuts including testing of joint and sorts of carriages. Complete Job. |
| 53 | 80 mm dia. pipe |
| 54 | 100 mm dia. pipe |
| 55 | Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe) |
| 56 | Providing and laying D.I. Specials of Class K-12 suitable for push-onjointing as per IS : 9523 (Upto 600 mm dia) |
| 57 | 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. |
| 58 | 200 mm dia DI |
| 59 | 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 |
| 60 | 25 to 40 mm nominal bore |
| 61 | 50 to 80 mm nominal bore |
| 62 | Taking out connection from DI pipes including cutting of pipes , welding at joint using genset, welding machines at site of work complete ina ll respects |
| 63 | Providing and fixing D.I. sluice valves Class 1 (with cap) complete with rubber insertions, bolts, nuts, extention rod, joint connector, supporting pedestal with base plate, top plate and necessary anchoring bolts etc. (the tail pieces if required will be paid separately). Confirming to IS:14846 read with latest amendments. (if not available in Divisional Stores) |
| 64 | 80 mm dia. |
| 65 | 100 mm dia. |
| 66 | Providing & fixing of 0.63mm thick PGI sheets at construction joints including all leads and lifts complete job as directed by Engineer-in-charge |
| 67 | Supply of GI Pipe Specials conforming to IS 1239 (Part-2) |
| 68 | 20 mm dia G.I elbows |
| 69 | 25 mm dia G.I elbows |
| 70 | 40 mm dia G.I elbows |
| 71 | 50 mm dia G.I elbows |
| 72 | 65 mm dia G.I elbows |
| 73 | 80 mm dia G.I elbows |
| 74 | 20 mm to 15 mm G.I. sockets (reducing) |
| 75 | 25 mm to any smaller size G.I. sockets (reducing) |
| 76 | 40 mm to any smaller size G.I. sockets (reducing) |
| 77 | 50 mm to any smaller size G.I. sockets (reducing) |
| 78 | 15 mm G.I. Tee (equal) |
| 79 | 20 mm G.I. Tee (equal/reducing) |
| 80 | 25 mm G.I. Tee (equal/reducing) |
| 81 | 40 mm G.I. Tee (equal/reducing) |
| 82 | 50 mm G.I. Tee (equal/reducing) |
| 83 | 65 mm G.I. Tee (equal/reducing) |
| 84 | 80 mm G.I. Tee (equal/reducing) |
| 85 | 20 mm nominal bore G.I Unions |
| 86 | 25 mm nominal bore G.I Unions |
| 87 | 40 mm nominal bore G.I Unions |
| 88 | 50 mm nominal bore G.I Unions |
| 89 | 65 mm nominal bore G.I Unions |
| 90 | 80 mm nominal bore G.I Unions |
| 91 | 15 mm G.I Nipple of length 3\"\", 4\"\" and 6\"\" |
| 92 | 20 mm G.I Nipple of length 3\"\", 4\"\" and 6\"\" |
| 93 | 25 mm G.I Nipple of length 3\"\", 4\"\" and 6\"\" |
| 94 | 40 mm G.I Nipple of length 3\"\", 4\"\" and 6\"\" |
| 95 | 50 mm G.I Nipple of length 3\"\", 4\"\" and 6\"\" |
| 96 | 65 mm G.I Nipple of length 3\"\", 4\"\" and 6\"\" |
| 97 | Carriage of materials by mechanical transport including loading, unloading, stacking of materials |
| 98 | Soling by 10 km |
| 99 | Stone Aggregate 40 mm size by 40 km |
| 100 | Stone Aggregate 20 mm size by 40 km |
| 101 | Sand by 70 km |
| 102 | Cement by 40 km |
| 103 | TMT Steel by 40 km |
| 104 | GI pipes below 100 mm dia by 40 km |
| 105 | 200 mm dia DI pipe by 40 km |
| 106 | Carriage of materials by manual means including loading, unloading, stacking of materials |
| 107 | Soling by 1200 m |
| 108 | Stone Aggregate 40 mm size by 1200 m |
| 109 | Stone Aggregate 20 mm size by 1200 m |
| 110 | Sand by 1200 m |
| 111 | Cement by 1200 m |
| 112 | TMT Steel by 1200 m |
| 113 | GI pipes below 100 mm dia by 700 meters |
| 114 | 200 mm dia DI pipe by 500 meters |
