Enhancement capacity and laying RCC pipeline for village pond Surana-II at Km 5.450/R in Ateli Disty

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means for enhancement of capacity of village pond Surana-II of average size 323'x165' for extra depth 10.78' (20.14'-9.36') with side slope 1:1.5 including dressing of sides and ramming of bottoms, getting out all required lead, lift and carrage as per requirement of site condition and disposal off excavated earth on surrounding area Panchayat land of gram panchayat Surana upto hight not more than 4' as directed by Engineer-in-charge in all kinds of soil & Rock. (Rate for above said work shall be given as per (HSR item no. 4.12.1)

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : all kind soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia (HSR item No. 4.16.1.2)

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 leve1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded (HSR No. 6.1.6)

Providing, lowering, laying, cutting (cut surface to be uniformly finished),jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2 MARKED WITH IS : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to the Engineer - in -charge. 300 mm i/d (HSR No. 20.62.3)

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 up to 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 (HSR item No. 4.12.1) including dressing

Brick work with common burnt clay non modular bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) (HSR No. 7.21.1)

CEMENT PLASTER (IN COARSE SAND) 12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) (HSR No. 11.8.1)

CEMENT CONCRETE PRECAST Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1 :3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete.1:1½ :3 (1 Cement: 1½ coarse sand(zone-111) graded stone aggregate 20 mm nominal size).(HSR item No. 6.39.1)

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 level Cold twisted bars (HSR No. 6.33.3)

Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter (HSR No. 9.57.2)

DHARAMBIR S/O BUDH RAM

RAN SINGH CONT

BIJENDER SINGH

The Baba Sita Nath Co-Op Society

THE HAR HAR MAHADEV COOP L/C SOCIETY LTD. SATNALI