Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Civil Works Others
Eprocure
Opening Date21 Sep 2024
Closing Date27 Sep 2024
Tender Amount₹ 96,43,507
Costs
EMD
₹ 1,92,870Document Cost
Refer DocumentsTender Fee
₹ 4,000
Summary
Fdr/ Urgent Maintenance Of Road From Sonai To Bidhya Dhan Para ,radha Nagar To Tulsi Ram Para, Mura Bari To Sachia Bari, Sambari To Twisa Kufur Para Under The
Description
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Contact
Tender Id
2024_CEPWD_53073_1Bid Award Id
ViewTender No
57/R/DNIeT/SE-IV/PWD(R n B)/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
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BOQ Items
Providing and fixing bitumen or tar drum guard posts including two coats of white synthetic enamel paint over a primer coat in the exposed outside surface above Ground level and applying two coats of coal tar on the outside surface below ground level including bottom before placing the same for a depth of 450 mm below ground level filled with earth as per specification.
115
90321
785.4
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres as per direction of the of the Engineer-in-Charge.
3487.5
26582
7.62
Clearing and Grubbing Road Land
Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs,saplings and trees of girth upto 300 mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Technical Specification clause 201.
I. By Manual Means
(A) In area of non-thorny jungle
7.09
611618
86289.2
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.
1743.75
71930
41.25
20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder 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 Viscosity 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.
1743.75
640479
367.3
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. Manual Means
Case-IV: Type D (Premix with fine sand)
(I) Bitumen of VG-30
1743.75
136187
78.1
Maintenance of Drains
The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, deepening of side drains as well as catch water drains as per MORD technical specification clause 1907.
1005
4623
4.6
Surface Drains
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
3030
347238
114.6
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 MORD technical specification clause 1903.
3762
174181
46.3
Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MORD Technical Specification Clause 303.1.
1121.32
262165
233.8
Turfing with Sods
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope , verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per MoRD Technical Specification Clause 309.
200
7240
36.2
Providing and construction of a gabian structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire as per drawing and MoRT&H Technical specifications clause 2503.3.
84
588496
7005.9
Construction of toe walls for protection of slopes as per Drawing and MoRD technical specifications Clause 1302.5 (including centering, shuttering staging etc. but excluding reinforcement).
I. Cement concrete grade M 10 (Using jhama brick aggregate) in case of concrete block pitching
135
1342150
9941.85
Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100 mm x 100 mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each as per drawing and MoRT&H Technical specifications clause 2503. ii) Ist class brick blocks in CM 1:6 (size 0.5 x 0.5 x 0.5 m) Providing and laying of apron with Ist class brick blocks in CM 1:6 of size 0.5 x 0.5 x 0.5 m cast in-situ as per drawings & MoRT&H technical specifications Clauses 2503.
120.94
1129658
9340.8
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