Public Works Roads Department Tender

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Public Works Roads Department - PWRD Tender

Eprocure
Opening Date22 Jul 2019
Closing Date2 Aug 2019
Tender Amount₹ 45,15,000 
This is an estimated amount, exact amount may vary.
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Providing, laying and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate watering and compacting to the required density. (with an initial lead of 5.0 km) A. By Manuals means (II) Grading II (b) Using screening type A (13.2mm Agg).

98.44

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4593.95

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Providing, laying and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate watering and compacting to the required density. (with an initial lead of 5.0 km) A. By Manuals means (III) Grading III (b) Using screening type A.

98.44

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4599.91

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Prepared surface of granular base including cleaning of road surface spraying primer at the rte of 1.00 kg/ sqm using mechanical means (including cost of testing of meaterials at site and laboratory as directed by the deptt) (B) Primer @ 1.00kg per sqm (i) with bitumen emulsion CSS-1.

1312.5

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49.71

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Providing and applying tack coat with bitumen emulsion (RS-1) pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom (including cost of testing of materials at site and laboratory as directed by the deptt.) (I) with bitumen emulsion CSS-1 (C) Granular surface treated with prime.

1312.5

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13.39

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Open Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen to required line, grade and level to serve as wearing coarse on a previously prepared bse, including mixing in a suitable plant laying and rolling with smooth wheeled roller 8-10 T capacity to the required level and grade, (including carriage up to initial lead of 5.0 km from quary and carriage of mixed materials upto 10.00 Km initial lead from mixing plant) (including cost of testing of materials at site and laboratory as directed by the deptt.) (A) Without anti stripping agent (ii) Mechanical method using CRMB-55 and HMP of appropriate capacity not less than 75 tonnes / hour.

1312.5

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215.41

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(a) Without anti stripping agent Case-I Type A Providing and laying liquid seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of 60/70 or VG-30 grade) (Including carriage up to initial lead of 5.0 km from quarry.).

1312.5

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87.4



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