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| 1 | Dismantling brick or stone masonry in lime (or) C.Mand stacking within a lead of 50 m the useful materials and removing the debris etc., as required and as directed by the Engineer-in-Charge.complete. |
| 2 | Earthwork in soft / loose soils in excavation 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 1.5m, disposed earth to be levelled and neatly dressed etc.,as required and as directed by the Engineer-in-Charge.complete. |
| 3 | Supplying and filling in plinth / foundationswith crusher dust under raft / floors 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 170 kg of cement per m3 of finished concrete) 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., as required and as directed by Engineer-in-charge complete. All labour and materials. |
| 5 | R.C.C. M 30 mixin 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 mixin all types of beams, lintels, columns, square or circular or rectangular etc., 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, as required, and as directed by the Engineer-in-Charge,complete. All labour and materials, but excluding cost of reinforcement. |
| 7 | 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 andas directed by the Engineer-in-Charge, complete. All labour and materials |
| 8 | Plain cement concrete M 20 mix using 20mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, vibrating or tamping, finishing, curing etc., including necessary form work(boxing) etc., as required and as directed by the Engineer-in-Charge complete. All labour and materials. |
| 9 | Providing brick work in C.M 1:4 in Super structure using approved qualityAerated (Cellular) Autoclaved Concrete Blocks of size 600 x 200 x 150 mmconforming to IS:2185 (Part-3) - 1984 and IS:6441-1972 of Compressive strength 3 N/mm2 including cost of cement mortar,scaffolding and curing etc., as required and as directed by the Engineer-in-Charge,complete.All labour and materials |
| 10 | Plastering with CM 1:4, 12 mm thick including raking out joints, cleaning the surface, curing etc.,as required and as directed by the Engineer-in-Charge complete. All labour and materials |
| 11 | Painting priming coat to walls and ceiling surface with approved liquid cement primer including cleaning the surface, scraping the surface and washing with soap water as required etc., as directed by the Engineer-in-Charge complete. All labour and materials |
| 12 | Providing Painting two coats with weather coat smooth exterior paint or equivalent of approved quality, colour, and shade etc., on Plastered / Concrete surface including cleaning the surface, watering etc., as directed by the Engineer-in-Charge complete.All labour and materials |
| 13 | Providing and fixing G.I. tubular gates (double shutters) with 40 mm dia GI Pipes and specials including diagonal pipes and frame welded to approved weld mesh of 75 x 25 mm size (3.15mm x 5mm dia) including painting with one priming coat and two coats of synthetic enamel paint of approved colour and shade (total three coats) etc., with locking arrangements, necessary MS flats, Iron pintels etc., including fixing in CC bed blocks with 12mm dia bolts and, nuts, washers etc., as required and as directed by the EIC complete. All labour and materials. |
| 14 | 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. |
| 15 | Shoring and strutting for foundations/pipe line trenches single staging upto 2.5metc., as required andas directed by the Engineer-in-Charge,complete.All labour and material |
| 16 | Providing random rubble masonry in C.M 1:5 in plinth and foundations including necessary dressed stones at corners and junctions, curing etc., as required and as directed by the Engineer-in-Charge,complete.All labour and materials |
| 17 | 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 andas directed by the Engineer-in-Charge. Complete. |
| 18 | Supply of Man Mazdoor / Women Mazdoor (unskilled)/ Watchmen, Gangmen to the siteof work including necessary tools etc., as required and as directed by the Engineer-in-charge, complete |
| 19 | Transportation of debris and excavated earth up to a lead of 6 km including loading,unloading and stacking at the place shown as required and as directed by the Engineer in Charge.Complete. |
