Tender for Construction of 5/7 mtr. Wide approach Road to 220/66/22 KV Substation at Kotla behind gantry yard of HPPTCL (RD 0/0 to 70 mtr.) from Ghanvi P/H Divisional store up to Sustation gate of 220KV Yard Kotla under ES Division HPSEBL Kotla.

Amount

Earth work in excavation by mechanical means (71.335hydraulic excavator ) /manual means over area(exceeding 30 cm in depth , 1.5 mtr in width aswell as 10 sqm on plan) including getting outand disposal of excavated earth lead up to 50 mtr and lift up to 1.5 mtr as directed by Engineer - in- Charge. All kind of Soil

Earth work in execution by mechanical meanshydraulic excavator ) / manual means over area (exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 mtr and lift up to 1.5 mtr as directed by Engineer - in

Demolition of stone masonry below:-G.L upto1.5 mtrs depth including stacking of serviceable materials and disposal of un-serviceable materials within 20 mtrs lead

Excavation in foundation & trenches etc in earthall kind of soil lift up to 1.50 Mtr stacking theexcavated soil not more than 3 mtr. Clear fromedge of excavation and returming the stacked soil in 15 cm layer when required in to plinth side of foundation etc.& consolidating each deposing ofall surplus excavated earth as directed withinlead of 20 mtr tick work 30% & jumper work 70%.

Providing and laying cement concrete 1: 3:6(1cement:3 Sand: 6 graded stone aggregate20mm nominal size) and curing completeexcluding cost of form work in: Foundation and plinth:

Providing & Laying cement concrete 1:5:10 (1Cement 5,sand.10 graded stone aggregate 40 mmnominal size) and curing complete excluding thecost of form work in retaining walls / breastwalls including attached buttresses pilasters and their caps and bases and string courses etc upto floor two level. Including provision weep holes 75mm dia PVC.

Providing and laying cement concrete 1:1.5:3(lcement:1.5sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in: Foundation and plinth:

Providing Mild steel/Tor steel reinforce for RCCwork including bending binding and placing in position complete up to floor two level. Tors teel.

Providing from work with steel plates 3.15 mm.thick welded with angle iron in frame 30x30x5mm.So as to give a fair finish including centering. shuttering, and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to c not exceeding 4 mtrs. and removal of the same for insitu- reinforced concrete & plain concrete work in: vertical surfaces such as walls ( any thickness)

Filling available excavated earth (including rock)in tranches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering, lead up to 50 mtr and lift up to 1.5 mtr in tranches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering, lead up to 50 mtr and lift up to 1.5

Preparation and consolidation of Sub-grade withPower road roller of 8 to 12 tonne capacity after excavating carth to an average of 22.5 CM depth , dressing to camber and consolidating with road roller including making good the undulations etc. andre-rolling the sub grade and disposal of surplus earth lead up to 50 mtr.

Construction of granular sub- base by providingclose graded material conforming to specification, 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 graded 9n prepared _urfce and compacting, with vibratory Power-Roller to achieve the desired density , complete as per specifications and direction of Engineer - in -charge. With material conforming to Grade - II (size range 53 mm to 0.075mm) having SBR Value.

With material conforming to Grade - III (Sizerange 26.5 mm to 0.075 mm) Having SBR Value -25.

With Material conforming to Grade -III ( Siuze range 26.5 mm to 0.075 mm) having CBR value -20.

DEEPAK NEGI GOVT CONTRACTOR

M/S NAIN DEV SHARMA

Bhagwan Dass

ABS INFRATECH AND INVESTMENT

M/s rachin chaudhary