Name of Work: सम्पर्क मार्ग गढी दलेलत से बेहटा लाल की थार तक मरम्मत का कार्य (लं0 2.25 किमी0)
Sl. No.
Item Description
1
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
2
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.
3
Providing and applying tack coat with Bitumen VG-10at the rate of @ 0.30 Kg on prepared bituminous. surface cleaned with Hydraulic broom as per Technical specification clause.503
4
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.
5
Providing and applying sealcoat 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
6
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.
7
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)
8
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 completionof work.No. 273
9
Providing and laying reinforced cement concrete pipe NP-3 for 600 mm dia 608 culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works backfilling concrete and masonry works in head walls and parapet clause 1106 SOR
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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 ofMaintainance of first Year (@ 0.00% of Total Work Amount of PC Area)
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Maintainance of Second Year Total work amount of Pc Work
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Maintainance of Third Year Total work amount of Pc work
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Maintainance of Fourth Year Total work amount of Pc work
14
Maintainance of Fifth Year Total work amount of Pc work
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