Tender For Pune Construction Work Of Mapless Academy Muzaffarnagar Road To Jaroda Jat Road - Earth Work In Embankment In Ordinary Soil Excavation To Be In The Form Of Regular Pits Not Exceeding 0.50 M In Depth And Earth Work In Embankment To Be In 20 Cm , Saharanpur-Uttar Pradesh
TDR : 48831553
Tender Notice
BOQ
Expired
Saharanpur
Uttar Pradesh
Tender For Pune Construction Work Of Mapless Academy Muzaffarnagar Road To Jaroda Jat Road - Earth Work In Embankment In Ordinary Soil Excavation To Be In The Form Of Regular Pits Not Exceeding 0.50 M In Depth And Earth Work In Embankment To Be In 20 Cm
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Sl. No.
Item Description
1
Earth work in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankment to be in 20 cm layers of patries including remming and dressing the surface to required levels and slopes and including 1.50 M lift and 30 M lead also including machinacally compaction to achieve 95% proctors density including arrangement of water, settlement and all T&P charges including roller and its fues. The earth from cuttiing to be used in making embankment are to be carted earth lead30 m. distance in Abadi Portion as directed by engineer-in charge. For patries work. (Including all taxes but excluding GST.) SI. No 253 (a)
2
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and 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. as per direction of Engg-in-Charge (G-2)
3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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 3 as per Technical Specification Clause 405. as per direction of Engg-in-Charge (G-3)
4
Brick lining on both side of the road of M-150 bricks 7 cm. wide. 11 cm. deep, laid with mud mortar including labour & supplyof bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-charge.
5
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502
6
Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. as per direction of Engg-in-Charge
7
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 as per Technical Specification Clause 508. as per direction of Engg-in-Charge
8
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 510as per direction of Engg-in-charge
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