surandai municipality Providing waiting shed Paver Block Pavement additional work toilet at 23rd ward additional primary health centre

Earth work excavation for foundation in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15 cm thick well rammed and consolidated and depositing the surplus earth within the compound etc.,complete as per std specifications SS 20B.Column foundation

Earth work excavation for foundation in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15 cm thick well rammed and consolidated and depositing the surplus earth within the compound etc.,complete as per std specifications SS 20B.Column foundation ROAD

Supplying and filling in foundation and basement with filling M-sand in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specification.

Supplying and filling the basement with Good Earth filling in layers of not more than 15cm thick well rammed watered and compacted - etc., complete complying with standard specification.

Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification

Supplying and erecting steel centering for sides and soffits of RCC slabs of plane surface inculding strutting upto 3.29 m height with all cross bracings using mild steel sheets of size 90cm X 60cm and 10 BG stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c) and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and as directed by the departmental officers(Payment for centering shall be given after the concrete is laid)Column

Supplying and erecting steel centering for sides and soffits of RCC slabs of plane surface inculding strutting upto 3.29 m height with all cross bracings using mild steel sheets of size 90cm X 60cm and 10 BG stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c) and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and as directed by the departmental officers(Payment for centering shall be given after the concrete is laid) beam

Supplying and erecting steel centering for sides and soffits of RCC slabs of plane surface inculding strutting upto 3.29 m height with all cross bracings using mild steel sheets of size 90cm X 60cm and 10 BG stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c) and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and as directed by the departmental officers(Payment for centering shall be given after the concrete is laid)Slab

Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials)Below G.L

Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials)Above G.L