Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Feb 2022
Closing Date10 Mar 2022
Tender Amount₹ 23,98,625
Costs
EMD
₹ 48,457Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CEPWD_26448_1Bid Award Id
ViewTender No
54/ DNIT/EE-V/AGT/PWD/2021-22Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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Providing and applying tack coat with bitumen (VG-30) using distributor at the rate of 0.75 kg per sqm on the prepared bituminous surafce/granuler surface cleaned with hydraulic broom as per MoRD Technical Specification clause 503.
595
-
56.1
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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
595
-
294.6
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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
595
-
51.56
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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.
126
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289.6
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Excavation for Structures
B) With dewatering.
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
i) Ordinary Soil
a) Upto 3 m depth
165.1
-
341.7
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Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200
I. Sand filling
8.03
-
1015.82
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Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centring, shuttering, staging etc. but excluding reinforcement ).
I. Nominal mix 1:3:6
10.7
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8257.73
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Brick masonry work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600, 1202 & 1203.
i) Brick masonry in 1:4 cement mortar
10.65
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8765.3
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Plastering with cement mortar (1:4) 12 mm thick on brickwork / C.C. work including a finishing coat of neat cement punning with 2.75 Kg of cement per sqm in substructure as per MoRD technical specification Clauses 613.4 & 1204
22
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181.43
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Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement)
v) R.C.C grade M-25 i) upto 5 m height
73.95
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11677.24
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Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202.
7.4
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68597.85
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Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe (110 mm OD of 6.0 Kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7.
38.4
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348.4
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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.
6.91
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4504.1
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Excavation in Roadway cutting in soil by using manual means and carrying of cut earth to embankment site with all lifts and lead upto 50 metre as per MoR&TH Technical Specification clauses of section 300.
63
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160.2
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