Construction work of link road from Mubarakganj Ramsharandaspur Nala Road PMGSY CDS School via Hardev Baba Sthan to Junior High School Sarainamu to Yadav Saraiya

Construction of embankment with material obtain from barrow pit with a lift up to 1.5 meter transporting to site spreading, grading to required slope and compacting to meet requirement of table 300.1 &300.2 with lead up to 1000m as per technical specification clause301.5.

Earth work in excavation in trenches for foundations in ordinary soil including lift upto 1.5 m. lead upto 30m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer i/c within a distance of 30 mt

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 Vibratory roller to achieved the desired density. complete as per clause 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam II 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 to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam II 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 to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.

Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.00 kg/sqm using mechanical means as per Technical Specification Clause 502.

Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.35kg per sqm on the prepared granular surfaces treated primer and cleaned with Hydraulic broom as per Technical Specification Clause 503.(III)MORD

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 following by Seal Coat of either Type-C as per Technical Specification Clause 508 Mord

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 Mord

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,

Brick on edge pavement on pattries with bricks laid dry joints filled with local sand including preparation base of proper slope and its ramming spreading blinding layer of 1 cm. depth of local sand over sub-grade including T&P etc required for proper compelete.(S.I. No. 765)

Providing & laying in cement concerete 1:4:8( 1 cement : 4 fine sand : 8 graded stone ballast 40 mm.nominal size) and curing complete, including supply of all materials, labour and T&P etc. required for proper completion of work as per direction of E/I SI No 281

Class-150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth i/c supply of all material, labour, curing and tools and plants etc. required for proper completion of the work.SI No 307(a)

Pointing on brick work in 1:2 cement mortar (1 cement & 2 fine sand) including supply of all material, labour and T&P etc. required for proper completion of work SI 574

Providing and laying of 600 mm dia Hume pipe i/c cartage Ch 1 S.n 22

The routine maintenance of above road work including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as per G.O. No. 17/2024/सा०-113/23-1-2024-23-1099/113/2023 Dated-16.01.2024 and as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 1st year maintenance cost @ 0.0% for items of sl no 1 to 18 of civil cost.

The routine maintenance of above road work including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as per G.O. No. 17/2024/सा०-113/23-1-2024-23-1099/113/2023 Dated-16.01.2024 and as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 2nd year maintenance cost @0.75% for items of sl no 1 to 18 of civil cost.

The routine maintenance of above road work including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as per G.O. No. 17/2024/सा०-113/23-1-2024-23-1099/113/2023 Dated-16.01.2024 and as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 3rd year maintenance cost @ 1.50% for items of sl no 1 to 18 of civil cost.

The routine maintenance of above road work including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as per G.O. No. 17/2024/सा०-113/23-1-2024-23-1099/113/2023 Dated-16.01.2024 and as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 4th year maintenance cost @ 2.25%for items of sl no 1 to 18 of civil cost.

The routine maintenance of above road work including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as per G.O. No. 17/2024/सा०-113/23-1-2024-23-1099/113/2023 Dated-16.01.2024 and as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 5th year maintenance cost @3.00% for items of sl no 1 to 18 of civil cost.

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