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| 1 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 mIn Ground Floor including roofi) upto 150mm thk |
| 2 | Earthwork in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excludinglaterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75m as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1500 mm |
| 3 | Taking out CI / DI pipes with specials & valves including stacking the same within a lead of 30M as per instruction of the EIC (excavation, dewatering, earth filling, etc. wiil be paid separately)a) Pipes above 400mm dia and up to 750mm dia depth of trecnh upto 2M) |
| 4 | Rubber gasket joints to C.l./D.l. pipes and specials all complete to makesthe joint water tight as required hydraulic pressure as per specification anddirection of the Engineer-in-Charge. 750 mm dia |
| 5 | Supply of Single/Double bit SBR gasket suitable for jointing CI/DI pressure pipes, conforming to IS : 5382 : 1985 [Popularly known as ‘Tyton Gasket’] 750 mm dia |
| 6 | Supplying, fitting and fixing of C.I. Mechanical Compression Long Sleeve Collar Coupling (popularly known as Cut-N-Repair Coupling) suitable for jointing C.I. Spun Pipes (as per IS: 1536) and D.I. Pipes (as per IS: 8329) with BS:1211 Class-B Pipes. The Couplings will be supplied complete with Sealing Rubber Gasket of EPDM quality (IS:5382/1985 Type-4), Cast Iron Follower Glands and Mild Steel (Zinc Coated) Nut Bolts . The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS: 1538. Fitting and fixing should be in proper position with proper care of main pipe line for leak proof condition.i) 750 mm dia |
| 7 | Lowering any type of D.I. pipe & specials and laying along trench at any depth as per specification and direction of the Engineer-in-charge. |
| 8 | i) 750 mm dia |
| 9 | Dewatering from the excavated trenches for repairing any type of pipe line including Hire Charge of pump / carriage / Fuel & lubricant / Operator etc. for big dia pipes more, than 200 mm dia all complete as per direction of EIC. |
| 10 | Earth Work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm including watering and ramming etc. layer by layer complete. (payment to be made on the basis of measurement of finished quantity of work)(a) with earth obtained from foundation. |
| 11 | Removal of rubbish, earth etc.from the working site and disposal of the same beyond the compound, in conformity with the municipal corporation rules for such disposal, loading into truck and cleaning the site in all respect as per direction of EIC. |
| 12 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. |
| 13 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes.A) Pakur variety |
| 14 | Added:- @ 18% as GST |
| 15 | Added:- @ 1% as labour cess |
