SARAI PRAYAG SE SULANPUR NAUSARA MARG

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.1.

Earth work in cutting or in embakment in ordinary soil excavation to be done in form of regular pits not exceeding 1/2m in depth and earth work in embankment to be in 20cm. layers i/c remming and dressing the surface to requaired levels and slopes and also i/c 1.50 m lift & 30 m lead.the form cutting to be used in making embankment are to be deposited as spoil bank with in 50 m distance as directed by Engineer Incharge Technical Specification Clause 301.5

Providing, Laying and Spreading GSB Material on a preapared Sub grade , adding cement @ 2 % by weight to the spread material manually , mixing in place with rotavatorand compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base Technical Specification Clause 404.

Providing, Laying and Spreading WMM Material on a preapared Sub grade , adding cement @ 4 % by weight to the spread material manually , mixing in place with rotavatorand compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base Technical Specification Clause 405.

Construction of Shoulder with approved material obtained from borrow pits with all lift & lead transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5

Providing and applying tack coat with bitumen (VG -10) using emulsion distributor at the rate of 0.35 kg 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 compesed 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 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

Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material Technical Specification Clause 305.

M-15 Plain cement concrete 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days Technical Specification Clause 800.

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering, as per drawing and technical specification clauses 600, 602, 603, 604, 900, 1202, 1204 & 1208.4

Supplying & laying of Granular Material (6.7 mm guage stone grit) in bedding Complete as dwawing and technical specification.

Supplying, laying & fixing of NP-3 600mm Dia Hume Pipe in proper alignment, joint filling and slopes etc. Complete as dwawing and Technical Specification Clause 9.2(1100).

Supply and laying & fixing of NP-3 Hume 1000 mm Dia alignment, joint filling and slopes etc. Complete as dwawing and technical specification Technical Specification Clause 9.3(1100).

Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4

Providing and laying of Hectometre stone as directed by Engineer-in-charge including painting & letter writing etc. Hectometer Stone.

Providing and laying of KM stone as directed by Engineer-in-charge including painting & letter writing etc. Km.Stone .

Providing and laying/ instalation of Reflective Sign Board with 4mm thick aluminium panel 90cmX90cmX as per IRC-67-2012 & all complete as per directed by Engineer-in-charge MORTH-801

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 /berms, making up of berms/ shoulders, maintenance of drain, maintenance of culvert, maintenance of guard rails and parapet, maintenance of road signs, speed breakers, standing tree at adjacent to road wherever required, maintenance of Hectometer and kilometer stone cutting of branches of tree, shrub and trimming of grass and weeds etc. white washing of parapet including CD work, painting of guard stone, refixing of displaced guard stone as per performance Index Anexure-1 mentioned in GO No. 55/2022 /187/23-9-2022-02 Nabard /2021 Dt. 28.04.2022 & EnC lettre no. 14 BDD-1(NH)/40MT-11/2024 dated 03.01.2024 subjected to approved from Government. Maintenance of 1st year after completion of work shall be done by the contractor at his own cost, no payment shall by made for the Maintenance of 1st year.

Maintenance of 2nd year after completion of work @1.5% of total Work amount of item 1 to 18

Maintenance of 3rd year after completion of work @2.00% of total Work amount of item 1 to 18

Maintenance of 4th year after completion of work @3% of total Work amount of item 1 to 18

Maintenance of 5th year after completion of work @3% of total Work amount of item 1 to 18

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