Providing Cement Concrete Pavement Street From 200'0''-400'0'' at Gaaligopuram to Highway road in the premises Sri Maddileti Narasimha Swamy Temple, R S Rangapuram(V), Bethamcherla(M), Nandyal District.

Earth work excavation for foundations (Mechanical Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and 1m additional lift charges over the initial depth up to 3m including all operational,incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding seigniorage excluding dewatering charges etc., as per SS 20 B(APSS 308)

Construction of granular sub base by providing coarse graded material (Table 400-2) including conveyance, spreading in uniform layers with motor grader 110 HP, on prepared surface, mixing by mix in place method with rotavator at OMC including cost of watering and compacting with vibratory roller 8-10 tonnes capacity to achieve desired density etc., complete as per Technical specification vide clause No.401 of MORTH (4th Revision) and as directed by the Engineer-in-charge.

Cement Concrete (1:3:6) using 40 mm ( 0.54 cu.m) and 20 mm (0.36cu.m) nominal size hard broken granite crushed metal from any source conforming to the relevant ISI standards for foundations etc., laid in layers of not more than 15 cms thick well compacted including curing, ,machine mixing, cost and conveyance of all materials etc., complete.

Machine mixed and vibrated design mix concrete M30 for pavement works for durability consideration with necessary reinforcement using 0.425 cum of 19mm to 22mm HBG crushed metal 0.425 cum of 12mm to 14mm IRC HBG crushed metal, 0.406 cum of sand of any approved quarry and cement 415 Kgs with water cement ratio of 0.38 (158 lit/cum of C.C) well compacted including centring with steel or wooden frames, preferably steel frames in straight position casting, curing cost and conveyance of all materials including centering charges form work etc., complete but excluding cost of steel and binding wire, fabrication charges etc., complete as directed during execution and neat finishing of top surface and also providing expansion joints construction joints wherever found necessary excluding cost of asphalt pad etc., complete.

Providing groove cutting in concrete pavements with a width of 5 mm to 10 mm and ¼ to 1/3 depth of slab (+) 5 mm or as stipulated in the drawings, including cost of cutting machine, generator & HOM of machinery, including cost of blade (diamond studed blades), coolant etc., including cleaning of groove & providing sand and hot bitumen fillers and filler metal etc., including cost and conveyance of all materials, labour, lead and lift charges and all other incidental charges as per drawing and as per specifications. The joint sealing compound shall be of hot poured bitumen type in accordance with Table.1 of IS 1834-1984 (Reaffirmed 2000) – “Specification for Hot Applied Sealing Compounds for Joints in Concrete”.Note: The joint sealing compound shall be of hot poured bitumen type having physical parameters like pour point, flow test, extensibility, penetration, etc., shall be in accordance with Table.1 of IS 1834-1984 (Reaffirmed 2000) – “Specification for Hot Applied Sealing Compounds for Joints in Concrete” as per TTD SSR item No:18.33

Treating of pavement by method of de watering of surplus water from the concrete immediately after placing and vibrating to reduce the water cement ratio of an optimum level bymeans of suitable equipment such as Vaccum pump surface vibrator, suction mat, filter pads, skin floater etc to achieve high strength concrete with side forms as MS Channels etc., complete as directed by the Enigneer in Charge during execution of work.Rate adopted from R &B Department,Banaganepalli

Providing and Fixing of of size 2'0 " x 4'0" and 25.4 mm mastic pad for expansion joints complete for finished item of work.BMS-W.20M=923+13.615%=1048.66 for Sqm