Renovation work (Bitumen Road) on the service road of Talda Dy. from km 2.500 to km 4.750

Amount

Earth work in cutting or in embankment in ordinary soil,excavation to be in regular pits not exceeds 0.50m in depth and earth work in embankment to be in 20cm layers i/c ramming, dressing the surface to required levels and slopes and also i/c 1.50 m lift and 60 m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m.

Providing, laying, spreading and compacting machine crushed stone ballast of approved quarry of 45-90 mm size to water bound macadam of G-1 specification including spreading in uniform thickness, hand packing, rolling with steel roller in stages to proper grade and camber, applying and brooming, crushable screening material i.e. stone dust to fill-up the interstices of coarse aggregate, watering and compacting to the required densitygrading -2 including cost of all materials,T&P etc. as per MORD specification no. 405.

Providing, laying, spreading and compacting machine crushed stone ballast of approved quarry of 45-63 mm size to water bound macadam of G-2 specification including spreading in uniform thickness, hand packing, rolling with steel roller in stages to proper grade and camber, applying and brooming, crushable screening material i.e. stone dust to fill-up the interstices of coarse aggregate, watering and compacting to the required densitygrading -2 including cost of all materials,T&P etc. as per MORD specification no. 405.

Providing, laying, spreading and compacting machine crushed stone ballast of approved quarry of 22.4-53 mm size to water bound macadam of G-3 specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 ton in stages to proper grade and camber, applying and brooming, crushable screening material i.e. stone dust to fill-up the interstices of coarse aggregate, watering and compacting to the required density including cost of all materials, T&P etc. as per MORD specification no. 405. (By manual mean.)

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade Bitumen to reqired line, grade and level to serve as wearing course on a previously prepared surface including mixing Hot Mix Plant,laying with Paver finesher and rolling with a smooth weeled roller 8-10 tone capacity, fifished to required level and grades. As per technical specification no 511

Providing and laying seal coat with hot mix plant of appropriate capacity not less than 75 ton per hour using crushed stone chipping 6.7 mm size with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 513

Brick edging on both side of road of M-150 Bricks 8 cm wide and 12 cm deep laid with mud mortar i/c all labour and supply of bricks finished to required templete and ramming the excavated earth as directed by Engineerin Charge.

M/s SHRI MAHIPAL SINGH (BID ID -4790687)

KAPTAN SINGH THENUA (BID ID -4788028)

VIPIN KUMAR SHARMA (BID ID -4787256)

S F INFRA PROJECTS (BID ID -4788315)

M/s Amit Raghav (BID ID -4789232)

M/S LALIT BABU THEKEDAR (BID ID -4787892)

PRAGATI ASSOCIATES (BID ID -4790028)

M/S SANJAY KUMAR CONTRACTOR (BID ID -4779734)

VIJAY ASSOCIATES (BID ID -4782658)