Construction of Pucca road on Gaura-Saifabad Bund (Village-Ungi Mustakam) Between km. 7.300 to 13.400 and Saifabad-Kalwari Bund (Village-Dhobhat) km. 0.000 to 2.450 on Left bank of River Ghaghra (Saryu) in Tahsil- Harriya, Distt. Basti. Lot No. 08

Amount

Earth work in for raising and streangthing of embankment by power transport upto 1 KM. distance including all lead,lift, loading ,unloading ,carriage ,spearding and dressing with manual compaction,labour, T&P etc.

Construction of granular sub-base by providing Shankargarh material, spreading in uniform layers with motor grader on prepared surface and compacting in two layers at OMC with smooth wheel roller to achieve the desired density, complete as per Technical Specification.

Providing & Laying ,spreading and compacting stone aggregates of 63-45 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming stone screening/binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading-2 as per Technical Specification

Providing & Laying ,spreading and compacting stone aggregates of 53-22.40 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming stone screening/binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading-3 as per Technical Specification

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 0.70kg/sqm using mechanical means as per Technical Specification

Providing and applying tack coat with Bitumen (VG-10) at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer complete as per Technical Specification .

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification .

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification

Brick on edge solling on Both side of road with first class brick 8 cm (3") wide 12 cm (4.5") deep laid with mud motar including all material, labour T&P etc. complete.

Brick on edge pavement on patnes with brick laid dry joints filled with local sand including preparation of base to proper slope and its ramming spreading a layer of 1 cm(3/8") depth of local sand over the sub grade and including supply of all materials, labours and T&P etc. reguried for porper completion of the work.

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceding 0.50 mt. in depth and work in embankmet to be n 20 cm. layers includding ramming and dressing the surface to required level and slope and also including 1.5 mt. lift and 30 mt. lead as per SL. No.253 detailed specification & direction of E/I. for Making Shoulders.

M/s Ambe Traders