Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date18 Jun 2022
Closing Date2 Jul 2022
Tender Amount₹ 24,27,076
Costs
EMD
₹ 48,542Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CEPWD_29192_1Bid Award Id
ViewTender No
05(3)/PNIeT/EE/PWD/SBM/2022-23Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
Prime Coat (i) Low porosity Providing and applying prime 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 Caluses 502.
2009.6
-
45.47
Tack Coat: (iii) Providing and applying tack coat with bitumen emulsion (RS- 1) using emulsion distributer 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.
2009.6
-
14.69
20mm thick open –graded premix carpet using Bituminous (viscosity grade / Modified bitumen) binder.
Providing & laying rolling of open –graded carpet of 20mm thickness composed of 13.2mm to 5.6mm aggt.Either using penetration grade bitumen of 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 80-100km 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-I: By manual means
ii) Bitumen (60/70 Grade) VG-30
2009.6
-
312.22
Seal Coat
Providing & laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade & cross fall using type A or B type C or D as per MoRD technical specification clauses 510. 1) By Manual Means.
Case-iv : Type D ( Premix with fine sand )
ii) Bitumen (60/70 Garde) VG-30
2009.6
-
51.45
Surface Drain: Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary soil to specify lines , grades, levels and dimensions. Excavated materials 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 307. (i)Surface Drains in ordinary Soil (A) By Manual Means
78
-
85.4
Single bamboo palasiding/ walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.50 m apart longitudinal and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specitation Clause 1302.5 (A) Driven at leat 900 mm below ground and 1200 mm above ground on average.
27
-
1020.1
Providing and placing gunny/polythene(of minimum wall thickness of 500 mm micron) bags filled with sand (of minimum qty of 0.034cum ) and properly manually stitched to avoid any leakage of sand as per spcification.
285
-
33.8
Construction of Embankment with Material 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.
175
-
205.6
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