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| 1 | Labour charges for dismantling of Reinforced Cement Concrete and disposing the debris away from the SS permises including all materials, labour, lead and lift etc., complete as directed by the department engineer at site. |
| 2 | Labour charges for dismantling the Plain Cement Concrete met with below ground level during execution including labour, tools etc. complete. as directed by the department Engineer at site. |
| 3 | Labour charges for dismantling, clearing away and carefully stacking materials usefull for re-use of existing damaged Brick work / stone Masonry including the cost of all labour, transport, T&P, lead and lift etc., complete as directed by the department engineer at site. |
| 4 | Earth work excavation soil and depositing on bank with initial lead of 10m to 100m and lift of 3m in Hard gravelly soil, stiff clay, block cotton,gravel, stoney earth and earth mixed with small size boulder etc., complete including cost of all materials lead lift etc complete as directed by the department engineer at site. |
| 5 | Earth work excavation soil and depositing on bank with initial lead of 10m to 100m and lift of 3m in Medium rock dense medium rock not requiring blasting 20% including cost of all materials lead lift etc complete as directed by the department engineer at site. |
| 6 | Supply and Filling with the foundation and basement with sand in layers not more than 10 cm thick well rammed including watering and consolidation as per standard specification, including cost of all labour, material, lead and lift etc., complete. as directed by the department at site. |
| 7 | Plain Cement Concrete 1:3:6 using 20 mm HBG stone including cost of all materials, labour, transport, curing, lead, lift etc. complete as per standard specification and as directed by the dept. Engineer at site. |
| 8 | R:C:C 1:1.5:3 using 12 to 20mm HBG metal Without form work including cost of all materials, transport, lead, Lift, labour, for laying concrete curing etc., complete as directed by the department engineer at site. Raft |
| 9 | R.C.C. 1:1.5:3 using 12- 20mm metal with form work for Plinths, cable duct, cover slabs & Fire Protection wall using steel centering for soffits of reinforced cement concrete slabs or plain surfaces including stutting up to 3m high, using M.S. Sheets of size 90cm x 60cm. and 'B.G.10' guage, stiffened with welded M.S. angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5cm. (spaced at about 90 cm c/c) and supported by casurina props of 10cm to 13cm. dia (spaced at 75cm c/c) complying with standard specification including cost of all materials,transport, curing, labour, lead, lift etc. complete.as per standard specification as directed by the dept. Engineer at site. |
| 10 | R.C.C. 1:1.5:3 using 12- 20mm metal with form work for wall using steel centering for soffits of reinforced cement concrete slabs or plain surfaces including stutting up to 3m high, using M.S. Sheets of size 90cm x 60cm. and 'B.G.10' guage, stiffened with welded M.S. angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5cm. (spaced at about 90 cm c/c) and supported by casurina props of 10cm to 13cm. dia (spaced at 75cm c/c) complying with standard specification including cost of all materials,transport, curing, labour, lead, lift etc. complete.as per standard specification as directed by the dept. Engineer at site. |
| 11 | R.C.C. 1:1.5:3 using 12- 20mm metal with form work for Cast in situ slab using steel centering for soffits of reinforced cement concrete slabs or plain surfaces including stutting up to 3m high, using M.S. Sheets of size 90cm x 60cm. and 'B.G.10' guage, stiffened with welded M.S. angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5cm. (spaced at about 90 cm c/c) and supported by casurina props of 10cm to 13cm. dia (spaced at 75cm c/c) complying with standard specification including cost of all materials,transport, curing, labour, lead, lift etc. complete.as per standard specification as directed by the dept. Engineer at site. |
| 12 | R.C.C. 1:1.5:3 using 12- 20mm metal with form work for Cover slab using steel centering for soffits of reinforced cement concrete slabs or plain surfaces including stutting up to 3m high, using M.S. Sheets of size 90cm x 60cm. and 'B.G.10' guage, stiffened with welded M.S. angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5cm. (spaced at about 90 cm c/c) and supported by casurina props of 10cm to 13cm. dia (spaced at 75cm c/c) complying with standard specification including cost of all materials,transport, curing, labour, lead, lift etc. complete.as per standard specification as directed by the dept. Engineer at site. |
| 13 | Supplying and providing 110 lbs rails in transformer plint and labour charges for fixing in correct position and aligenment as directed by dept.Engineer at site including cost of Rail, cutting charges , transport to site, labour, lead, lift etc. Complete as directed by the department engineer at site. |
| 14 | Re filling with excavated earth in layers not more than 15cm thick well rammed and watered consolidated etc complete as per standard specification. |
| 15 | Transporting the Surplus excavated earth, debris etc away from the site to a lead of 5km including cost of all lead, lift, conveyance, loading, unloading etc.,complete as per standerd specification and as directed by the department at site. |
| 16 | Supplying, fabrication and placing inposition of MS/RTS steel reinforcement for RCC works including labour for cutting, bending, tying and fixing in possition as per specification including cost of all materilas, lead, lift, labour, cost of binding wire etrc., complete as directed by the department engineer at site. |
| 17 | Providing Anchor/Grip rod for foundation in the plinth surface with drilling of 40 mm dia holes and fixing of 20 mm dia RTS rod 0.80m length inside the holes and 0.50m length out side the holes with L shape bending including cost of all materials labour lead lift etc complete. |
| 18 | Plastering in CM 1:3 12 mm thick including cost of all materials, transport, curing, labour, lead, lift etc. complete.as per standard specification and as directed by the dept. Engineer at site . |
| 19 | Supplying, fabrication of GI angle and MS Angle including cost of angle, flats as per drawing and specification and galvanising, placing in position including cost of all materials, galvanizing charges, transportation, labour, lead etc., complete as directed by the department engineer at site. |
| 20 | Painting 2 coats with approved plastic emulsion paint over one priming coat of plastic emulsion paint over cement plastered wall surface, ceilling and other new surface including cost of all materials, colur pigments labour, lead, lift etc. complete.as per standard specification and as directed by the dept. Engineer at site |
| 21 | Supplying, laying of PVC pipe with required PVC bend T&L bend, union including cutting, jointing, wherever necessary earth work excavation refilling dismantling masonry if necessary including cost of all materials, lead & lift etc.., complete as directed by the department engineer at site. 40 mm dia |
| 22 | Supplying, laying of PVC pipe with required PVC bend T&L bend, union including cutting, jointing, wherever necessary earth work excavation refilling dismantling masonry if necessary including cost of all materials, lead & lift etc.., complete as directed by the department engineer at site. 32 mm dia |
| 23 | Supplying, laying of PVC pipe with required PVC bend T&L bend, union including cutting, jointing, wherever necessary earth work excavation refilling dismantling masonry if necessary including cost of all materials, lead & lift etc.., complete as directed by the department engineer at site. 25 mm dia |
| 24 | Filling with good quality stone dust including cost of all labour, transport, materials, leads, lift,etc., complete and as directed by the department engineer at site. |
| 25 | Filling with 20 mm B.G metal including cost of all labour, materials, transport, leads, lift,etc., complete and as directed by the department engineer at site. |
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