GENERAL UPKEEPING/ DAY TO DAY MAINTAINENCE OF LINK ROADS AND ALLIED LINKS OF PANCHAYATS IN PARGWAL BLOCK AKHNOOR FOR THE YEAR 2026-27

Engaging JCB/Earth Excavator for clearance of surface of Road/ Minor Slips/kucha Drain/Pucca Drain /Unhygenic material /unserviceable material catchpit etcincl. cost of POL etc.

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: 2.9.1 All kinds of soil

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.

Slip clearance In soils; mixed with moorum /Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m.

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5.0 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete

suppliying and Fixing of Twire crates including supply of stones and cost of crates including carriages (complete Job) (Size 6.0 x 1.2 x1.2)

Supplying Providing and Laying of RBM/NBM filling in layers inluding lift/lead/loading /unloading (complete job) Excluding rolling and watering.

Providing and Laying non pressure NP2 Class (light duty) RCC Pipes with collar jointed with stiff mixture of cement mortar in proportion of 1:2 including testing of joints etc. complete 20.5.10 (900 mm Dia R.C.C Pipe)

Providing and Laying non pressure NP2 Class (light duty) RCC Pipes with collar jointed with stiff mixture of cement mortar in proportion of 1:2 including testing of joints etc. complete 20.5.10 (600 mm Dia R.C.C Pipe)

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge