Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date26 Aug 2023
Closing Date14 Sep 2023
Tender Amount₹ 46,31,375
Costs
EMD
₹ 92,628Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Periodical Renewal Of Completed Pmgsy Road , Birchandra Para To Kheda Ch. Para
Description
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Contact
Tender Id
2023_CEPWD_41279_1Bid Award Id
ViewTender No
65/NIT/SE-III/R/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
B) SURFACE
Prime Coat
(i) Low porosity
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.
708.75
32284
45.55
Tack Coat
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.
708.75
10426
14.71
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 @ 0.50 Kg/Sqm.
8386.88
306792
36.58
20 mm thick Open-Graded Premix Carpet using Bituminous (penetration 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 penetration 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 - I : By Manual Means
(I) Bitumen (60/70 Grade) VG-30
9095.63
2890226
317.76
Seal Coat
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 (60/70 Grade) VG-30
9095.63
472063
51.9
Seal coat on old bituminous road surface Sand seal coat on old bituminous road surface by applying 60/70 grade (VG-30) bitumen @ 1.00kg per sqm using rubber brush after proper cleaning of the road surface and spreading of river sand @ 0.06 cum/10 sqm complete as per specification and direction of the Engg-in-charge.
A. By Manual Means
Case - IV : Type D (premix with fine sand)
(I) Bitumen (60/70 Grade) VG-30
4370.63
284528
65.1
C) ROAD SIDE DRAIN
(2)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
2400
35280
14.7
Surface Drains in Soil
Construction of unlined surface drains of average crosssectional area 0.40 sqm in ordinary soil to specifie 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 (A) Manual Means
90
7686
85.4
Road side Pucca Drains
Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades,levels and dimensions as per approved design and
MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site.(including centering, shuttering, etc. but excluding reinforcement)
B)Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm) I. In Ordinary Soil
23
69289
3012.55
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