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| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 outside the periphery of the area cleared. SOR P.NO 12, I/No 2.2 |
| 2 | Earth work in excavation mechanical means (Hydraulic excavator) manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50mand lift up to 1.5m,disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil. SOR P.No 13 I/No 2.6Single Footing |
| 3 | Combined footing excavation |
| 4 | Earth work in excavation by mechanical means (HydraulicExcavator)/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 up to 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, (No extra lift is payable if work is done by mechanical means) Note:-Excavation of hard rock shall be the property of the contractor subject to recovery.excavated material has to shift from sitewithin 15 days after instruction issued by Engineer-InCharge otherwise after this penalty will imposed on contractor at the rate of Rs 50 per cum per day.SOR P.No 14 I/No 2.8.1Ordinary rock (Double footing) |
| 5 | Single Footing |
| 6 | Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.page no 19 .SOR I/NO 2.24 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for footings :Upto plinth: Foundations, footings, bases for columns, plinth beams, curtain walls, columns below plinth. SOR I/No.4.3.1 P.No 41 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :With 20mm nominal size graded stone aggregate.M-10Nominal (Mix-1 Cement : 3 sand : 6 gradedstone aggregate ).SOR I/No 4.1.1.4.P.no. 40pcc for footing |
| 9 | pcc for combined footing |
| 10 | Columns, P i l l a r s , Piers, Abutments, Posts and Struts.For Column above Plinth level SOR I/NO 5.9.6 P.80 |
| 11 | Lintels, beams, girders, bressumers and cantilevers. Top Beam sides. SOR I/NO 5.9.5 P.80 |
| 12 | Providing and laying in position specified grade of reinforced cement concrete(nominal / design mix with 20mm nominalsize graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : M-20 Grade ConcreteSOR I/NO 5.1.1 P.78 |
| 13 | Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost ofcentering, shuttering, finishing and reinforcement: M-20 Grade ConcreteSOR I/NO 5.2.1 P.7 |
| 14 | Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in beams, suspended floors, roofs having slope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade.Top Beam, M-20 Grade ConcreteSOR I/No 5.3.1 P.78 |
| 15 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:- 1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3. Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”)Thermo-Mechanically Treated bars. FE 500 D or more conforming to IS 1786SOR I/NO 5.16.6 P.82 |
| 16 | Providing and laying AAC Block brick Masonry having compressive strength 25kg/cm2Cement mortar 1:6 (1 cement : 6 sand)SOR I/NO 6.3.2 P. 113 |
| 17 | 15 mm cement plaster of mix1:4 (1 cement : 4 sand) on Rough sideSOR I/No 13.2.1 |
| 18 | 12 mm cement plaster of mix :On other side of wall 1:4 (1 cement : 4 sand)SOR I/No 13.1.1 |
| 19 | 6 mm cement plaster on RCC of mix : 1:3 (1cement : 3 sand)SOR I/no 13.8 |
| 20 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand over the plastered wall surface to prepare the surface even and smooth i/c all cost of material, labour and scaffold etc in all position complete pwd 13.41 P 74 |
| 21 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. Pwd 13.67.3 P-479 |
| 22 | Finishing walls by any mechanical ormanual means with Acrylic Smooth exterior paint (Economy Exterior) of required shade including all scaffolding.New work (Two or more coat applied @1.67ltr/10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack item 13.52 pwbridging ability of upto 0.5mm on horizontal surfaces with an elongationof150% and water proofing of upto 3 bars Vert. surface |
| 23 | Providing and fixing concertina coil fencing with punched tape concertina coil600 mm dia 10 metre openable length (total length 90 m), having 50 nosrounds per 6 metre length, upto 3 m height of wall with existing angle iron \"Y\" shaped placed 2.4m or 3.00m apart and with 9 horizontal R.B.T. reinforced barbed wire,stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineerin charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately).SOR I/NO 10.36 P.no 314 |
| 24 | Design, supply, fabrication, taransportion and erection of structural steel/mild steel built-up sections for steel building in column, rafter, truss, floor joist, wind bracings, tie beam, foundation bolts, fasteners etc. Including two coats of Epoxy paint and one coat of primer. These structural steel/built-up sections shall be manufactured using advanced CNC Plasma/Oxy Acetylene cutter and H Beam Welding line. Welding shall be in full depth on both sides of the plate adopting relevant I.S Code.At every 6 metre with equal angle size 50mmx50mmx5mm in trapzoidal shape of total length 2.00m.total no of angle 70no. Weight per metre of one MS angle of 50x50x5mm = 3.80kg/m x 2m =7.6 kg SOR I/no 10.15 p.308 |
| 25 | SteelworkinbuiltupM.S.tubularsection(round,squareor rectangular hollow tubes etc.) trusses/frame work etc. including cutting, hoisting, fixing in positionandapplying apriming coat ofapprovedsteelprimer,includingweldingandboltedwith special shaped washers etc. complete |
