Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date20 Oct 2020
Closing Date10 Nov 2020
Tender Amount₹ 24,04,989
Costs
EMD
Refer DocumentsDocument Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Mtc Of Road From Sonai_jalefa Road To Suresh Shil Para Length_0.50 Km During The Year 2020-21
Description
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Contact
Tender Id
2020_CEPWD_13302_1Bid Award Id
ViewTender No
13/PNIeT/EE/PWD/SBM/2020-21Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
Prime Coat (Low Porosity)
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning.
1666.5
-
45.48
Tack coat. Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30Kg per Sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per MoRD Technical specification clause 503.
1666.5
-
14.69
Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grad bitumen or wearing course on a previously prepared base, including missing 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 II)Bitumen (S-90)
1666.5
-
319.02
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 meansCase-IV : Type D (Premix with sand) II)Bitumen (VG-30)
1666.5
-
51.84
Construction of road side pucca drain with M10 ( 1:3:6 with jhama brick aggregate ) to specified lines, grades, level and dimension as per approved design MORD Technical Specification Clause 307, 1606. Excavated materials to be used in embankment at site ( including crntering, shuttering,etc. but excluding reinforcement) i) U shapped (600mm x 600mm x600mm)
140
-
3737.16
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
320
-
85.4
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