Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date13 Feb 2025
Closing Date20 Feb 2025
Tender Amount₹ 56,41,855 
Notes
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Costs

Summary

Improvement And Widening Of Motorable Road To Village Sapni Km 6.200 To 8.300. Sh-p.l G-i, G-ii, G-iii And 20mm Thick Premix Carpet With Seal Coat And C.o P.c.c V-shape Drain At Rd 6.520 To 6.610 And 7.150 To 8.360. Under Badp.

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Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including clearing of road surface and spraying primer @ of 0.70-1.00 kg/sqm ( zero pointy seventy - one point zero kilogramme per square metre ) using mechanical means as per technical specification clause 502 including hauling of materials in all leads and lifts by all modes of transpotation and as per entire satisfaction and direction of Engineer-in-charge

4163.25

66

276023.48

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Providing and applying tack coat with Bitumen emulsion confirming to IS:8887 (RS-1) using emulsion pressure distributor including preparing the surface and cleaning with mechanical broom on the prepared dry and hungry bitumnous surface @ 0.25 to 0.30 kg per sqm ( at the rate of zero point twenty five to zero point thirty kilogramme per square metre) as per Technical Specification Clause 503. including hauling of materials in all leads and lifts by all modes of transpotation and as per entire satisfaction and direction of Engineer-in-charge.

4163.25

23

98877.19

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Providing, laying and rolling of open-graded premix carpet of 20 mm (twenty millimeter) thickness composed of 13.2 mm to 5.6 mm (thirteen point two millimeter to five point six millimeter) crushed stone aggregates using penetration grade bitumen VG-10 at the rate of 1.46 Kg per sqm (one point four six kilogram per square metre) 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 (eighty-one hundred kilo newton) static roller capacity, finished to required level and grades to be followed by seal coat of Type B as per Technical Specification Clause 508 by manual means including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

4163.25

195

813707.21

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Providing and laying seal coat with penetration grade bitumen VG-10 at the rate of 0.68 Kg per sqm (zero point six eight kilogram per square metre) mixed with fine sand, sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B and as per Technical Specification Clause 510 by manual means including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

4163.25

63

263117.4

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Earth work 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 any lead, dressing of sides and bottoms and back filling in trenches with excavated suitable materials complete within all leads, lifts carriage of material and other incidentials.

108.06

300

32418

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Providing and laying concrete for plain/reinforced cement concrete 1:3:6 (One cement isto three sand isto six graded stone aggregate 20mm.(twenty millimetre) nominal size) in open foundation and curing complete including cost of form work in retaining walls/breast walls, as per HPPWD specification clause 802, 803, 1202 & 1203 within all leads and lifts and as per the direction of Engineer-in-charge.

94.25

6068

571941.99



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