R/M of link road Pilibhit Road To Dhakiya Tiwari absesh bhag gram Parsara parsari Mod To Gram Bilandnagar under Mandi Samiti Shahjahanpur

Earth work in cutting or in embankment in ordinary soil excavation to be in the regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20 cm thick layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mt. lift & 30.0 M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30.00 M distance as directed by the (Excluding Royalty) E.I. S.I. No. 253.

Providing & laying spreading and compacting stone aggregates of specifice size 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 appling and brooming crushable screening to fill-up the interstice of coarse aggregate watering and compacting to the required density Grading 2 as per Technical specification Clause 405 Mord Book Page No. 4-18

Providing & laying spreading and compacting stone aggregates of specifice size 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 appling and brooming crushable screening to fill-up the interstice of coarse aggregate watering and compacting to the required density Grading 3 as per Technical specification Clause 405 Mord Book Page No. 4-18

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

Providing and applying tack coat with bitumen VG-10 packed using distrubutor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specifiction clause

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade VG10 bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.Technical specification clause 508

Providing, and laying Seal coat with approved 6 mm grit and VG10 packed bitumen including heating the bitumen to the required temperature mixing in mixer including supply of all materials and maintenance of side parties and watering them during operation charges of road roller with fuel maintenance of barriers caution posts provide light at night for proper completion of work as directed by the Engineer in charge. as per Technical specification clause 510

Brick edging on both sides of the road with M-150 brick class 8 cm wide 12cm deep with mud mortar including supply of all material, labour T&P required for proper completion of the work and including earth as per directed by E/I. S.I. No. 765

Brick soiling with straight over burnt brick laid on edge dry with brick edging on both sides including preparation of sub-grade to prescribed camber and including supply of brick, filling joints with local earth of P.I. 5-7 spreading binding coat 1 cm (3/8") depth of local earth over entire surface including labour, T&P etc. required for proper completion of the work. SI No. 762(b

Providing and fixing of Recto reflective steel sign board as per drawing design including writing of details as specified by Engineer in charge. including supply of all materials, labour T&P, cartage upto site complete in all respect required for proper completion of the work and as per direction of E/I.

Supply & Fixing/ laying of NP3 class R.C.C. 350 mmDia N.P.3 Hume Pipe including all taxes and cartage upto site & supply of all material labour and T&P required for proper comoletion of work etc.N.S.I.no5(iv)+5(a)iv

Part-B Maintenance of Bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc. restoration of rain cuts and dressing of side slop standing tree at adjacent to road wherever cutting of branches of tree, shurb and traimming of grass and weeds etc mentioned in GO No.55 12022/187/23-9-2022-02 Nabard / 2021 Dt 28.04.2022 & Enc letter No. 14 BDD-1 (NH)/40 MT-11/ 2024 Dated 03.01.2024 subjected to approval from Govt. maintence of 1st Year after completion of work @ Zero % of Total PC work amount of first Year @ 0.00% of Total Work Amount of PC Area

Maintainance of Second Year @ 1.00% of Total Work Amount of PC Area

Maintainance of Third Year @ 1.50% of Total Work Amount of PC Area

Maintainance of Forth Year @ 2.00% of Total Work Amount of PC Area

Maintainance of FifthYear @ 3.00% of Total Work Amount of PC Area

Providing & laying spreading and compacting stone aggregates of specifice size 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 appling and brooming crushable screening to fill-up the interstice of coarse aggregate watering and compacting to the required density Grading 3 as per Technical specification Clause 405 Mord Book Page No. 4-18

Earth work in cutting or in embankment in ordinary soil excavation to be in the regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20 cm thick layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mt. lift & 30.0 M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30.00 M distance as directed by the (Excluding Royalty) E.I. S.I. No. 253.

Excavation in foundation in ordinary soil I/C lift upto 1.50 M & lead upto 30 M I/C filling, watering & ramming of excavated earth into the tranches or into the plinth and removal of surplus earth as directed by engineer in charge.S.I. no.251

Concrete with 4 cm.(1/1/2")Gauge brick ballast fine sand of 1.25 FM and cement in proportion of 12:6:1 in foundation and under floors, including supply of all materials, labour and tools & plants. Royalty etc. required for the proper completion of the work. S.I. No.273

First class Brick work in 1:4 cement and coarse sand mortar in Foundation & Plinth including supply of all materials, Labour and T&P etc. required for proper completion of the work.S.I. no.305 SCH BLY

Cement concrete with 2 cm gauge grit approved stone ballast, approved coarsesand and cement in the proportion of 4:2:1 including supply of all materials, Labour and T&P etc. required for proper completion of the work.(S.I. No. 279i)

12 mm thick plaster with cement and approved Fine sand in 1:4 including supply of all materials, labour and T&P etc. required for proper complection of the work (S.I. No. 584)

P/L of factory made 80 mm thick interlocking cement concrete tiles(30mpa) including 25 mm thick compacted bed of fine sand compacting and proper embedding/laying of interlocking tiles leveling and dressing of surface to requried level and slope filling joints with fine sand supply and all material labour T&P etc. all complete.(New Item-1)

Part-B Maintenance of Bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc. restoration of rain cuts and dressing of side slop standing tree at adjacent to road wherever cutting of branches of tree, shurb and traimming of grass and weeds etc mentioned in GO No.55 12022/187/23-9-2022-02 Nabard / 2021 Dt 28.04.2022 & Enc letter No. 14 BDD-1 (NH)/40 MT-11/ 2024 Dated 03.01.2024 subjected to approval from Govt. maintence of 1st Year after completion of work @ Zero % of Total Interlocking work amount of Maintainance of first Year @ 0.00% of Total Work Amount of Interlocking Area

Maintainance of Second Year @ 0.25% of Total Work Amount of Interlocking Area

Maintainance of Third Year @ 0.50% of Total Work Amount of Interlocking Area

Maintainance of Fourth Year @ 0.75% of Total Work Amount of Interlocking Area

Maintainance of FifthYear @ 1.00% of Total Work Amount of Interlocking Area

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