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₹ 63,50,905
Costs
EMD
₹ 1,27,018Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEPWD_37911_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/
GEM & Bid Advisory Services
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BOQ Items
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Surface Drains in Ordinary Soil
Construction of unlined surface drain of average cross sectional area 0.40 sqm in ordinary soil to specified lines grades levels and dimensions as per MoRT&H technical specification clauses of section 300. Excaveted materials to be used in embankment with a lift upto 3m and lead of 50m ( average lead 25m).
(B) Manual Means
1200
102480
85.4
... More
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
77.25
670105
8674.5
... More
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.
1030
33166
32.2
... More
Tack Coat
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20kg/sqm on the prepared bituminous /granular surface cleand with hydraulic broom as per MORT&H technical specification clause 503.
6180
66744
10.8
... More
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
123.6
1934686
15652.8
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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
185.4
3271123
17643.6
... More
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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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
... More
Sand Filling in foundation trenches as per drawing & MoRT&H technical specification clause 304.
0.65
362
558.5
... More
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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