Construction of Burial Ground Shed With Compound Wall and bath Tub arrangements at Chokkampatti Ward No 10 11 in Melur Municipality

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth shales murram, gravel, stoney earth and earth mixed with small size boulders SS. 20B & HGS SS20B and Sand,silt or other loose soil, wet sand,or silt not under water light black cotton soil, sandy loam ordinary soil and to full depth as may be directed exceptin hardrock requiring blasting inclusive of shoring shuttering, and baling out water wherever' necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officers with intial lead and lifts and cleaning and levelling the site etc. complete 10m3

Msand Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) 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, five sand and ten aggregates) using 40 mm ISS HBG metal including cost and conveyance of all materials and labour charges for mixing, laying, compacting and curing etc., complete as per SS

Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers

For Grade Beam , Cloumn

For Roof

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 Crushed Stone Sand (M- 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

suppling and fabricating and placing in position MS (or) R.T.S bar for reinforcement to all RCC works as per the design given Excluding cost of steel and binding wire also in all floors. (S.I.134)

Brick work in following Cement Mortar using best quality Burnt Clay Brick of size 9” x 4 3/8” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc.,complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge.