C/O link road to village Sih Paneh km. 0/0 to 1/300

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 1.5 m (one point five metre) in width or 10 sqm (ten square metre) on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m,(one point five metre) including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead and lifts Ordinary rock, as per the direction of the Engineer-in-charge including entire carriage of material within all leads and lfts and other incidentals.

Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level 1:3:6 (one cement: three sand: six graded stone aggregated 20mm (twenty millimeters) nominal size, as per the direction of the Engineer-in-charge including entire carriage of material within all leads and lfts and other incidentals.

Providing and laying in position ready mixed plain cement concrete, using fly ash and cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing,excluding the cost of centering, shuttering and finishing,including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability M-15 grade plain cement concrete (cement content considered @ 240 kg/cum)(two hundred forty kilograme) as per the direction of the Engineer-in-charge including entire carriage of material within all leads and lfts and other incidentals.

Providing and laying cement concrete in retaining walls,return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets,coping, bed blocks, anchor blocks, plain window sills,fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:5:10 (one cement : five coarse sand) : ten graded stone aggregate 40 mm (forty millimeters nominal size). as per the direction of the Engineer-in-charge including entire carriage of material within all leads and lfts and other incidentals.

Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level :1:2:4 (one cement : two coarse sand : four graded stone aggregate 20 mm(twenty millimeters nominal size),as per the direction of the Engineer-in-charge including entire carriage of material within all leads and lfts and other incidentals.

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (one cement : two fine sand) including testing of joints etc. complete 900 mm (nine hundred millimeters) dia. R.C.C. pipe,as per the direction of the Engineer-in-charge including entire carriage of material within all leads and lfts and other incidentals.

Earth work in surface excavation not exceeding 30 cm (thirty centimeter) in depth but exceeding 1.5 m (one point five metre) in width as well as 10 sqm (ten square metre) on plan including getting out and disposal of excavated earth upto 50 m (fifty metre) and lift upto 1.5 m,(one point five metre) as per direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals.The rates are inclusive of octroi, royality, Malkana, toll tax, sale tax,GST or other taxes imposed by the Government.

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 and 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 With material conforming to Grade-II (size range 53 mm (fiftty three millimeters) as per direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals.The rates are inclusive of octroi, royality, Malkana, toll tax, sale tax,GST or other taxes imposed by the Government.

Surjeet Kumar

VINAY KUMAR