National Highways And Infrastructure Development Corporation Limited Tender

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National Highways And Infrastructure Development Corporation Limited - NHIDCL Tender

Works
Eprocure
Opening Date15 May 2020
Closing Date1 Jun 2020
Tender Amount₹ 7,19,00,000 
Notes
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Costs

Summary

Nhidcl/ro-bom And R/c-k/ Nh-44a/2020-21/1362

Description

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BOQ Items

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Construction of Subgrade & Earthen shoulders:Construction of Subgrade & Earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transportation to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 as per MoRTH Technical Specification clauses of section 300.

13572

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198.8

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Hill Side Drains Clearance Removal of earth from the choked hill side drain and disposing it on the valley side manually as per MoRT&H technical specification Clause 3000

5000

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37.3

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Granular Sub-Base with well Graded Material: (A) by Mix in Place Method: Construction of Granular Sub-Base by providing well graded material (53 mm to 0.075 mm Jhama Brick Aggregate, Grading-I), spreading in uniform layers with tractor with attachments or motor Grader on prepared surface, mixing by mix in place method with rotovator at OMC,applying and brooming sand to fill up the intercities of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Technical specifications clause 401

6525

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2797

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Water Bound Macadam Sub-Base/Base Providing, laying, spreading and compacting of 63 mm to 0.075 mm jhama brick aggregates to Water Bound Macadam specification including spreading in uniform thickness, hand picking , rolling with three wheel 89-100 Kn static roller/vibratory roller in stages to proper grade and camber, applying and brooming and binding materials to fill up the intercities of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Technical specifications clause 404 (A) by Manual means, Grading-II

8156.25

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4398.6

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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 0.6 kg/sqm using mechanical means as per MoRT&H Technical Specification Clause 502.

32625

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29.1

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Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with Hydraulic broom as per MoRT&H Technical Specification Clause 503.

39375

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9.9

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Providing, laying and rolling of open- graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades as per MoRT&H Technical Specification Clause 511. Case-I: With Bitumen (60/70 Grade), VG-30

39375

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220

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Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A seal coats as per MoRT&H Technical Specifiication Clause 513, Type-B

39375

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77.9

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Land Slide Clearance in Soil Clearance of land slides in soil and ordinary rock by bull-dozer D80 A-12 180 HP and disposal of the same on the valley side as per MoRT&H Technical Specification Clause 3005.2

1500

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31.7

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Providing and placing gunny/ polythene ( of minimum wall thickness of 500 micron) bags filled with sand ( of minimum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification.

4000

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22.2

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Single Bamboo Spur and palasiding of whole 2nd class bamboo ( jati or bethua) 65 mm to 75 mm dia @ 150 mm c/c and closely packed and driven inclduing fitting fixing with half bamboo kams horizontantly in three rows with cane or typing wire complete and struts 1500 mm apart longitudinally and providing brush as per drawing and technical specification clause 1302.5

70

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516.8

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Restoration of Rain Cuts Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300 mm width laying fresh material in layers not exceeding 250mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as pr drawings and MoRT&H technical specification Clause 3002.

70

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191.5



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