Repairing of link road Budaun marg to kutlajhil to nagla husa anusuchit basti

Construction of subgrade and Earthen shoulders Construction of subgrade and earthen shoulders with approve material obtained from borrow pits with all lifts and leads, transporting to site spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per Tevhnical specification clause 303.1

Providing, laying , spreading and compacting 22.4-53 mm stone aggregates of specific 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 brooming stone screening/binding materials 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 tack coat with Bitumen VG-10 at the rate of @ 0.30 Kg on prepared bituminous. surface cleaned with Hydraulic broom as per Technical specification clause.503

Providing and laying and rolling of open graded premix carpet 20 mm thickness composed of 13.2 mm 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 either type A or type B or type C as per Technical specification clause 508.

Providing and applying seal coat sealing the voids in a bituminous surface laid to the specified level grade and cross fall using Type C as per Technical Specification clause 510

Providing and fixing of reflective sign board with 1.6 mm thick m.s.sheet coverd with 50x50x6 mm angle iron around the plate on M.S pole 100 mm dia with wall thickness of 7.10 mm weight 20 kg per meter and painting & writting latter of bord as per drawing.

Excavation in foundation trenches in ordinary soil( loam, clay or sand ) I/C ligt up tol. 50m lead up to 30m & I/C filling, watering & ramming of excavation earth in to trenches or in to the space between trenches or in to the plinth and removal and disposal of Surplus earth as diverted by the engineer in charge up to a distance of 30m from the foundation trenches.(251)

Providing and laying in position cement concrete 1:6:12 (1 cement : 3 corse sand :6 stone aggregate 40 mm (nominal size) including all material labour T&P etc completion of work. No. 273

M- 150 class brick in 1:4 cement & C sand mortar in F/P including supply of all materials labor T&P etc. required for proper complition of work. (305)

Providing and laying in position cement concrete 1:2:4 (1 cement : 2 corse sand :4 graded stone aggregate 20 mm (nominal size) including all material labour T&P etc completion of work. Chapter No.5 sl No. 4.1.3

Providing and Laying of interlocking concrete block pavement having thickness 80mm as per drawings and techical specification Clause 1504(Excluslve G.S.B)Mord 1500(6.7)

Struck pointing in with cement mortar on proportion on 1:2 cement of Fine sand including supply of all material labour T&P etc required for proper completion of work ch 13 Si 14

Providing and laying 1000 mm Dia NP-3 Hume pipe For calvert including supply of all material labour T&P etc required for proper completion of work

CEMENT CONCRETE PAVEMENT (C.C ROAD) construction of un-reinforced 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 M 30 (grade) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side fromwork (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, admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 (approved Quarri grit)

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 trimming of grass and weeds etc mentioned in GO No. 55 12022/187/23-9-2022-02 Nabard / 2021 Dt 28.04.20022 & Enc lettere no 14 BDD-1 (NH)/40 MT-11/ 2024dated 03.01.2024 subjected to approval from Govt. Maintence of Ist year after completion of work @ Zero % of total work amount of Maintainance of first Year (@ 0.00% of Total Work Amount of PC Area)

Maintainance of Second Year Total work amount of Pc Work

Maintainance of Third Year Total work amount of Pc work

Maintainance of Fourth Year Total work amount of Pc work

Maintainance of Fifth Year Total work amount of Pc work

Maintainance of Fourth Year Total work amount of interlocking work

Maintainance of Fifth Year Total work amount of interlocking work

Note:- CGST and SGST as per applicable.