Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date29 Jun 2024
Closing Date18 Jul 2024
Tender Amount₹ 23,97,596
Costs
EMD
₹ 47,952Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Mtc. Of (i) Garurban Pmgsy To Battali Kheyaghat L- 1.64 Km (portion From 1.250 Km To 1.640 Km) Iii) Bejimara To Urmai Via Kathaliamura L- 5.72 Km (portion From 3.25 Km To 5.72 Km) Under The Jurisdiction Of Sonamura Sub-division, Pwd (rb), During The
Description
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Contact
Tender Id
2024_CEPWD_50354_1Bid Award Id
ViewTender No
30/EE/SNM/PWD/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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Tack coat using hot straight run bitumen of grade VG-30 on WBM:- Providing and applying 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 specifications: : On WBM@ 0.75 Kg/Sqm
444
24695
55.62
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Tack coat using hot straight run bitumen of grade VG-30 on bituminous surface:- Providing and applying 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 specifications: : On Bituminous surface@ 0.50Kg/Sqm
1998
82477
41.28
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm 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 plant, 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 Clause 508. Case -II: By Manual Means. (I) Bitumen of VG-30
2442
882270
361.29
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510.
A. By Manual Means
Case - IV : Type D (premix with fine sand)
I) Bitumen of VG-30
2442
191550
78.44
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Construction of unlined surface drains of average cross- sectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307. (i) Surface Drains in Ordinary Soil(A) Manual Means
208.6
23906
114.6
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Maintenance of Earhen shoulder. Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903.
1980
37818
19.1
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m,transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5.
239.6
58798
245.4
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Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5.a)Driven at least 900mm below ground and 1200 mm above ground on average
88
101147
1149.4
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