Construction of Sakhaura Veershahpur Badauli to Kharhara Link Road

Earth work in embankment in moorum mixed/black cotton soil. Excavation to be in the form of regular pits not exceeding 0.5 m in depth and earth work in embankment to be in 20 cm layers including ramming & dressing the surface to raquired level and slope and also i/c 1.5m lift and 30m lead

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and 2% cement (OPC) in mechnical mixer (Pug milf) carriage of mixed material by tipper to site, laying in uniform layer base and compacting with smooth sheel roller to achive the desired density, complete as per Technical Specification Clause 401.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth sheel roller to achive the desired density, complete as per Technical Specification Clause 401.

Providing, laying, spreading and compacting graded stone aggregate to WBM specificiation incluidng premixing the material with water at OMC and 4% cememnt (OPC) in mechanical mixer (Pug milf)carriage of mixed material by tipper to site, laying in uniform layer base and compacting with smooth roller of 80 to 100 kn weight to achieve the desired density including lighting, barrication and maintanance of diversion etc as per Table 400.11 & 400.12 and Technical Specification Clause 400

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Providing and applying tack coat with Bitumen VG-10) using Bitumen distributor at the rate of 0.30kg per sqm on the prepared bituminous surface 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 either using penetration grade bitumen or emulsion 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 Clause 508.

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 Clause 510

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,

Earth work in patries both one side of road. Excavation to be in inordinary black with moorum soil form of regular pits not excceding 0.50 m in depth and earth work in embankment in 20 cm layers including ramming and dressing the surface to required lavels and slopes and also including 1.5 m lift and 30 m lead including all labour. T&P etc complete as per direction of Engineer-in-charge

CONSTRUCTION OF HP-350MM, 600 MM & 1000 MMCulvert & Drain Earth work in excavation in foundation in moorum/single/ kankar requiring the used of specal T&P such as pixckaxes subbals etc including all labour T&P royality etc all complete.

Supply and laying of local sand in trench including ramming, dressing, watering etc. including cost of all material, labour etc. complete. (within 8 km.) SI No. 255

Cement concrete with 4 cm gauge stone ballast coarse sand and cement in the proportion 8:4:1 including cost of all material, labour etc. complete. SI No. 281

RCR stone masonary in 1:4 cement chopan caorse sand mortar in cluding all labour T&P etc complete

Struck pointing 1:2 cement and fine sand mortar on both visibule face of end wall in parapet.

Providing 350 mm dia N.P-3 H.P. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work. Pipe

Laying 350 mm dia N.P-3 H.P. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work. Laying

Providing 600 mm dia N.P-3 H.P. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work. Pipe

Laying 600 mm dia N.P-3 H.P. jointing with coller in proper position including cost of cement , jute etc. required for proper completion of work. Laying

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