Renewal of Service Road km. 113.245 to km 114.612 and km. 119.680 to km. 125.000 Left Bank of S.S.F.C. LOT 2

Amount

Earthwork by power transport for a lead of upto 1 km including excavation loading unloading and Royality mannual compaction and dressing including alll lifts rates shall applicable for lead behind 630m and upto 1km including all cost of material labour T&P etc required for proper completion of the work

Providing, laying , spreading and 10 cm loose (after compaction 7.50 cm ) approved stone aggregates of 45-63 mm gauge size @ 0.91 cum/10 sqm + screening material 11.2 mm gauge size @ 0.20 cum/ 10 sqm + Binding material @ 0.06 cum/10 sqm to WBM grade-II specification including spreading in uniform thickness, hand packing , rolling smooth wheeled roller 80-100KN in stages to proper grade and camber applying and brooming 11.20 mm size stone screening /binding material to fill up the interstices of coarse aggregate, watering and compacting to the required density grading - II as per technical specification.

Providing & laying 7.50 cm compacted layer of WBM Grade3 with 22.40-53mm size @ 0.91 Cum/10sqm for compacted thickness of 7.50cm and stone screening Type B @ 0.18 Cum/Sqm Area + Binding material @ 0.06 cum /10sqm complete as per PWD Specification.

Providing & laying primer coat with S.S. emulsion on prepared surface of grannular base including of cleaning of road surface and spraying primer at the rate of 0.75 kg per Sqm using mechanical means including cost of all material, labour , T&P etc. Complete as per PWD specification.

Providing & applying tack coat with VG-10 bitumen using pressure distributor at the rate of 0.25 kg/Sqm on the prepared granular surface cleaned with mechanical broom including cost of all material, labour , T&P etc. Complete as per PWD specification.

Providing & laying 20 mm thick (execution by mixol) with 13.20 mm nominal size grit @0.18 Cum/10 Sqm + 11.20 mm nominal size grit @ 0.09 Cum/10Sqm and 80/100 penitration grade bitumen @14.60 kg/10 Sqm area premixing.

Providing & laying seal coat type A(liquid sealcoat) over premix coating surface with 6.70mm nominal size grite @ 0.09Cum/10 Sqm and 80/100penetration grade bitumen @9.80 kg/10 Sqmarea for premixing.

Brick edging on both side of the road of 1st class brick 8 cm wide 12 mm deep laid with mud morter all labour finishing to the required template and in proper alignment and also including dressing and ramming the excavated earth including all labour and t&p sudries required for proper completion of work with material.

Demolition of brickwork mannually/mechanical means including stacking of serviceable material and disposal of un servicable material within 50mt lead as directed by E in c

Laying old and used brick on edge soling laid dry joints sand filled including preperation of base to proper slope and its ramming and including supply of all labour and T&P required for proper completion of work with material.

First class brick on edge soling laid dry joints sand filled including preperation of base to proper slope slope and its ramming and including supply of all labour and T&P required for proper completion of work with material.

V P S CONSTRUCTION

Ram Chandar Singh

OM PRAKASH CHAUBEY