Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date17 Jan 2019
Closing Date6 Feb 2019
Tender Amount₹ 34,26,076
Costs
EMD
₹ 34,261Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Fdr From Harina Ailmara Road To Pranesh Para(l-049) (l- 5.88 Km) During The Year 2018-19 (2nd Call)
Description
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Contact
Tender Id
2019_CEPWD_2705_1Bid Award Id
ViewTender No
19/NIT/SE-III/R/2018-19Tender Authority
Public Works Department ViewPurchaser Address
-
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Documents
BOQ Items
Tack Coat:
(iii) 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 granular surface treated with primer & cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.
2775
-
13.19
20mm thick open –graded premix carpet using Bituminous (Viscocity grade / Modified bitumen) binder.
Providing, laying & rolling of open –graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggt.Either using penetration grade bitumen or emulsion to required line, grade & level to serve as wearing course on a previously prepared base in/c. mixing in a suitable plants, laying & rolling with a three wheel 80-100 kn static roller capacity, finished to required level & grades to be followed by seal coat of either type A or type B C or type D as per MoRD technical specification clauses 508.
Case-II : By Mechanical Means.
ii) Bitumen of VG-30
2775
-
234.18
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. By Manual Means. Case - IV : Type D (premix with fine sand)
ii) Bitumen of VG-30
2775
-
41.65
Providing and laying of apron with cement concrete block of size as per table 1300.1 cast in situ and made with nominal mix of M - 15 grade cement concrete (using jhama brick aggt.) as per drawing and MoRD technical specification clause 1301(rate includes preparation of bed , nominal strface re - inforcement and filling of granular materials in recesses between blocks.)
252.9
-
6431.43
Construction of Embankment with materials obtained from borrow pits:- 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
2457.81
-
185.7
Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8.
80
-
3340.17
Construction of unlined surface drains of average cross sectional area 0.4 Sqm in ordinary soil to specified lines, grades levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50m (average lead 25m) as per MoRD Technical Specification Clause 307
a) By manual means i) Ordinary soil
750
-
71.8
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
-
15.5
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