Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date29 Apr 2023
Closing Date23 May 2023
Tender Amount₹ 89,07,456
Costs
EMD
₹ 1,78,149Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Or Work Of Nh08 From Km 310 To Km318 Chamtilla To Panitilla Selected Stretches In The State Of Tripura During The Year 202223sh Maintenance Of Road Surface Shoulders Drain Etc. 2nd Call
Description
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Contact
Tender Id
2023_CEPWD_37898_1Bid Award Id
ViewTender No
01/EE/NHDIV/PWDNH/KGT/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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Prime Coat
Providing and applying primer coat 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.
1648
53066
32.2
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Hill Side Drain 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.
6600
281820
42.7
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Water Bound Macadam Sub-Base / Base
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller / vibratory roller in stages to proper grade and camber, applying and brooming, stone screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per MoRT&H Technical Specification Clause 404.
WBM Grading III
A )By Manual Means
123.6
1072168
8674.5
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PCC 1:3:6 (using jhama brick aggregate) in Foundation
Plain cement concrete 1:3:6 nominal mix in foundation (using jhama brick aggregate) 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per drawings & MoRT&H technical specifications Clauses 2100. (including centering, shuttering, staging etc. but excluding reinforcement)
1.72
12761
7436.2
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Maintenance of Earthen shoulder (Stripping of excess soil)
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRT&H technical specification Clause 3003.
9600
141120
14.7
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Bituminous Concrete
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 509 complete in all respects.
B. Grading-II.
(I) With Viscosity Graded Bitumen of VG-30
247.2
4361498
17643.6
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Excavation for Structures
Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
I. Ordinary soil
A. By manual means
(i) Upto 3 m depth
6.48
2214
341.7
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Sand Filling in foundation trenches as per drawing & MoRT&H technical specification clause 304.
0.65
362
558.5
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Dense Graded Bituminous Macadam
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 507 complete in all respects.
B. Grading II
With Viscosity graded Bitumen of VG-30
164.8
2579581
15652.8
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Providing and laying Reinforced Cement Concrete Pipe NP2 as per design in single Row
Providing and Laying reinforced cement concrete pipe NP2 for 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 parapets as per MoRD Technical specification Clause 1106.
(C) 600 mm dia
5
18794
3758.7
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