AR and MO Effluent Irrigation System at CTP

Amount

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.

Supplying and deployment of labour for removing all type of vegetation, garbage, polythene bags etc. and other floating material from the bed of drain above water level, side slopes and top of the both banks on daily basis.

Supplying of building rubbish/malba, carted by mechanical transport including watering and banking the same in layers not exceeding 20 cm in depth breaking clods, rolling each layer with 1/2 tonne roller of wooden or steel rammers and rolling every 3rd and top most ;ayer with power roller of minimum 8 tonne and dressing up in embankment for road, flood banks, amrginal banks and guide banks of filling up ground depression with all lead and lift.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Supply of screen soil C&D waste product by mechanical transport i/c loading and unloading and royalty of the same and banking the same in layers no exceeding 20 cm in depth watering roiling each layer with half tone roller or wooden or steel rammers and rolling every third and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for road flood banks marginal banks and guide banks filling up ground depression with mechanical with all lead and lift.

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25.

Providing and laying cement concrete pavement of M-10 with ready mixed concrete from batching plant of reputed cement manufacture and transported to the site of work in transit mixer having continuous agitated mixer, manufactured as premixed design of M-10 grade of cement concrete work including pumping of RMC from transit mixer to site. Placing in required camber compulsory with plate/ screed vibrator, with wire brush etc. and curing including cost admixture in recommended proportions as per I.S. 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per specifications and direction of Engineer-in-charge. Note :1) less cement used than specified in this item in recoverable separately. M-10 grade plain cement concrete by using 220 Kg of cement per cum of concrete.

12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

Deploying Pump operators, labour for operating pumps and supplying of Diesel, Mobil Oil, delivery pipe with maintenance for pumping out water from drain (Pumps supplied by the Deptt.).

Anilkumargarg

NARENDER KUMAR

KHATRI CONSTRUCTION COMPANY

SANJEEV ENTERPRISES

Ashok katyal

VINOD KUMAR AND CO

DURGA CONSTRUCTION CO .

sunrise construction company

BANWALA BUILDERS

Sunrise Enterprises

chetram bairwa

Vimal Construction Co

Rohit Sharma

ASHOK BUILDERS

R.K.Barwa and Sons