Laying RCC Pipeline to fillup the Village Pond (Raja Ala) of Village Belbhera with canal water from RD 37200-R of Urlana Minor in a lenghth of App. 8500 Feet.

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 Cm in depth, 1.5 in depth as well as 10 sqm on plan)), including getting out the and disposal of excavated earth lead upto 50 m and lift upto 1.5 mtr.HSR-4.12.1

Excavating tranches of required width for pipes, cables, etc. including excavation for sockets, and dressing of side, ramming of bottom, depth up to 1.5 m, including getting out the excavated soil, and them returning the soil required, in layernot exceeding 20 CM in depth, including consolidating each deposited layer by ramming, watering etc. pipes cables etc. exceeding 300 MM metre dia but not exceeding 600 Mm HSR No. 4.16.1.3

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1:4:8 (1 cement : 4 coarse sand (zone-Ill) : 8 graded cum stone aggregate 20 mm nominal size) HSR-6.1.6

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded cum stone aggregate 20 mm nominal size) HSR-6.1.2

Brick work with common burnt clay modular bricks of class designation 10 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) HSR 7.20.1

Providing lowering cutting jointing and testing RCC pipe class NP 3 as per 18-458-2003 with spigot & socketed joints manufactured with ISi marked sulphate resistance cement as per ISi 12330 with rubber rings ISi marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1: 3/2 cement sand mortar and with end dowels filled with 1: 3/2. cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No . 21.38, item 21.44, item 21.45, & item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 600mm HSR-21.95.5

12 mm thick cement plaster laid CM 1:3 on walls HSR 11.5.2

Providing, hoisting and fixing above plinth level up to floor four level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1 :1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size). HSR 6.43

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding,wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth leve Thermo-Mechanically Treated bars of grade Fe-500D kg or more.l.HSR-6.33.6

Providing and Laying 80 mm thick ISi marked lntertocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. HSR 17.69.2

The Swami Ji Co-Op L and C Society Ltd., Jind

MANJEET SINGH MOR CONTRACTOR

The Sudkan Khurd Nehra Co Op L C Society Ltd

Vishal Kalra Contractor