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| 1 | Earthwork excavation in Soft/ Loose soils over areas (exceeding 30cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed etc., as required and as directed by the Engineer-in-Charge complete. |
| 2 | Extra for every additional lift of 1.5m or part thereof |
| 3 | Supplying and filling in plinth/foundations with crusher dust under floors/rafts including watering, ramming, consolidating and dressing etc., as required and as directed by the Engineer-in Charge complete. All labour and materials. |
| 4 | Plain cement concrete 1:4:8 nominal mix using 40 mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, tamping, finishing, curing etc. All labour and materials as required and as directed by the Engineer-in-Charge complete. |
| 5 | R.C.C. M 30 mix in column footings, strip footings, raft foundations, plinth beams, bed blocks, cellular raft, plinth courses and similar types of works etc., using 20mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, tamping and/or vibrating, finishing, curing, form work, cost of super plasticizer etc., as required and as directed by the Engineer-in-Charge complete. All labour and materials, but excluding cost of reinforcement. |
| 6 | R.C.C. M 30 mix for R.C.C. piles, water tank walls and similar types of works using 20mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, vibrating, finishing, curing, cost of super plasticizer etc., including necessary shuttering etc., as required and as directed by the Engineer-in-Charge complete. All labour and materials, but excluding cost of reinforcement. |
| 7 | RCC M30 mix in pre cast slabs,fencing posts etc., using 20mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing , depositing in position , placing in position etc., as required and as directed by the Engineer-in-charge complete .All labour and materials |
| 8 | Supplying, placing and maintaining in position ribbed tor steel or mild steel reinforcing bars varying from 6mm to 40 mm dia. including straightening, cutting, bending, tying grills with annealed steel binding wire of 18 guage (1.22mm dia.) including cost of binding wire, transportation to site etc., as required and as directed by the Engineer-in-Charge complete. All labour and materials. |
| 9 | Filling with available excavated earth (excluding 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 1.5m etc., as required and as directed by the Engineer-in-Charge complete. |
| 10 | Supplying of EX-200 Excavator at site of work for excavation / levelling and removing debris etc., as directed by the Engineer-in-charge with fuel, operator charges, incidental charges, hire charges and transporting the equipment to the site of work. All labour, equipment, fuel and spares etc., as required and as directed by the Engineer-in-Charge complete. (Payment will be made for number of hours worked at site only) |
| 11 | Bailing out water from foundations/pipe line trenches with oil engine driven pump sets including hire charges, fuel charges and wages for the driver and helper.etc., as required and as directed by the Engineer-in-Charge complete. All labour and materials. |
| 12 | Dismantling RCC/PCC to the required lines and levels by using mechanical equiment of jack hammer including necessary equiment, cutting bits, fuel, operator charges, tools etc., or anyother equipment, machinery and removing the debris with a lead of 50m. including cutting the reinforcement bars and stacking the usefulmaterials, handing over the bars to stores etc.., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 13 | Shoring and strutting for foundations/pipe line trenches single staging upto 2.5m etc.., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 14 | Transportation of debris / excavated earth to a lead of 10 Km including, stacking, loading and unloading and levelling the unloaded materials at the place of unloading etc., as required and as directed by the Engineer-in-charge complete. |
