PROVIDING CC PAVEMENT AT VADABATRAKALIAMMAN TEMPLE PARKING SLOT IN WARD NO 10 IN THANJAVUR CITY MUNICIPAL CORPORATION

Amount

Anchoring Arrangement For Existing Channel using 150 mm Dia GI Pipe at 1.50m Depth From the Channel Sill level and Necessary Concrete M20 Filling With the Pipe and etc Complete as Per Standard Specifications.

Supply of 150mm GI Pipe etc Complete as Per Standard Specifications.(SOR 24-25 PNO:27,SNO:5.0)

Supply of 3' GI Pipe B CLASS etc Complete as Per Standard Specifications.

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

Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.

construction of manholes of different depths as per type design/drawing on sewer linesand provided with tight fitting FRC manhole covers and frames of 600 mm dia., of approved make and provision of encapsulated PVC foot rests. The manhole shall be of brick work(with approved country killn burnt bricks of size 8 3/4" x 4 1/4 " x 2 1/4 " and using OPC Cement) .In CM 1:3 and plastered with CM 1:3 using Src cement , 20mm thick inside and 12mm thick outside as per type design. Benching and channeling should be provided in the manhole and suiltable diameter pipes for house service connection ( not exceeding 6 nos for each man hole) to be left in the manholes as directed by the engg incharge . The rate shall include earthwork backfilling and removal of surplus earth and depositing within 500 m. dewatering whereever necessary , barricading provision of danger lights and including all labour charges etc complete as per standard specifications.

Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of 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

Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 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 directed - 10 m 2 (P & D)Data 38

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 complying with standard specification and as directed by the departmental officers -

S.Gopi (BID ID -1554506)