Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date11 Sep 2024
Closing Date17 Sep 2024
Tender Amount₹ 24,26,504
Costs
EMD
₹ 48,530Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Fdr/mtc. Of Road From (l056) (us Road To Madhyapara) To Nitai Charan Podder Para (l-3.590 Km) During The Year 2024-25
Description
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Contact
Tender Id
2024_CEPWD_52573_1Tender No
18(10)/PNIeT/EE/PWD/SBM/24-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
Tack coat using hot straight run bitumen of grade VG-30 on bituminous Surface.
Providing and applying tack Tack coat using hot straight run bitumen of grade VG-30, including heating the Bitumen, Spraying the bitumen, Cleaning and preparing the existing road surface as per specification: On bituminous surface @ 0.50 kg/Sqm.
3664.98
151730
41.4
20mm thick open –graded premix carpet using Bituminous (viscocity grade / Modified bitumen) binder.
Providing, laying and rolling of open –graded carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using viscocity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including. mixing in a suitable plants, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either type A or type B or Type C or type D as per MoRD technical specification clauses 508. Case -1) By Manual Means.
II) Bitumen of VG-30
3900
1435707
368.13
Seal Coat
Providing & laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade & cross fall using Type A or Type B or Type C or Type D as per MoRD technical specification clauses 510. 1) By Manual Means.
Case-iv : Type D ( Premix with fine sand )
ii) Bitumen of VG-30
3900
306579
78.61
Surface Drain: Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary soil to specify lines , grades, levels and dimensions. Excavated materials to be used in embankment with a lead upto 3 m and lead upto 3m (average lead 25 m) as per MoRD technical specification 307. I) Surface Drains in Ordinary Soil A) Manual Means
132
15127
114.6
Manufacturing & supplying of machine made 4 mm G.I. wire crates chain link type size of cage 1500 mm. X 600 mm. X 450 mm. having square mesh of 80mm. X 80mm. including carrying to the work site as per direction of the Engineer-in charge (Weight of each cage shall not be less than 7.80 kg)
920.4
131258
142.61
Supplying and stacking mixed class brick bats (50% first class & 50% un-class) including carriage loading & unloading at the site of work complete as per direction of the Engineer-in-charge
47.79
163485
3420.92
Labour charge for filling/packing of mixed class brick bats in S.W.G PVC wire crates of size of 1500 mm. X 600 mm. X 450 mm. fastening with SWG GI wire and placing in river bed/slope properly as per direction of the Engg-in-Charge.
118
20449
173.3
Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment / subgrade, replacement by suitable soil, which shall be paid separately as per MoRD Technical Specification Clause 303.5.2 and as per MoRD Technical Specification Clause 302.3.11.
497.52
21940
44.1
Construction of embankment with Materials Obtained from Borrow Pits. Construction of Embankment with approved material obtained from borrows pits with a lift up to 1.50m,transperting to site,spreading,grading to required slope and compathing to meet requirement of Table 300.1 and 300.2 with a lead up to 1000m as per MoRD Technical specification clause 301.5.
80.4
19730
245.4
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