Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date8 May 2025
Closing Date28 May 2025
Tender Amount₹ 22,62,340
Costs
EMD
₹ 45,247Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Maintenance Of Road In Rabindranagar From Byepass
Description
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Contact
Tender Id
2025_CEPWD_61190_1Tender No
06/EE-V/AGT/PWD/2025-26Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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Manufacturing & suppling of machine made PVC Wire crates chain link type made by S.W.G PVC wire bearing 12/10 SW GI wire inside the PVC wire ,Size of cage1500 x 600 x 450 mm having square mesh of 80 mm x 80 mm including carrying to the work site as per direction of the Engineer - in charge ( Weight of each cage shall not be less than 7.80 kg .
351
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Suppling & stacking mixed class brick bats (50% first class & 50 % un -class ) including carriage ,loading & unloading at the site of work complete as per direction of the Engineer -in - Charge
18.23
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Labour charge for filling /packing of mixed class bats in SWG PVC wire crates of size 1500 mm x 600 mm x 450 mm fastening with SWG GI wire and placeing in river bed / slope properly as per direction of the Engineer - in - Charge .
18.23
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Providing and placing gunny/ polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification.
250
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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 5000 m as per MoRD Technical Specification Clause 301.5
393.75
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Finishing and laying of live sods of perennialturf forming grass on embankment slope , verge or other location showing on the drawing or as directed by the Engineer in/c preparation of ground , fetching of sods and watering as per technical specificationcluses 309
70
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Excavation for Structures
Without dewatering.
Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & 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.
Ordinary Soil
Upto 3 m depth
27.3
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Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
Sand filling
2.93
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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 centering, shuttering, staging etc. but excluding reinforcement)
P.C.C grade M 10
Nominal mix 1:3:6 (Hand mixing)
2.93
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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)
R.C.C grade M 25
5.7
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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.
Brick masonry in 1:4 cement mortar.
6.35
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Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in sub structure complete as per drawings & MoRD technical specifications Clauses 1000 & 1202.
0.456
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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.
66
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WBM grading-3
Providing, laying, spreading and compacting brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading 3' as per MoRD Technical Specification Clause 405. By Manual Means
29.25
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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
2047.5
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Tack coat using hot straight run bitumen of grade VG-30 on W.B.M.
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 W.B.M. @ 0.75 kg/ sqm.
390
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20 mm thick open Graded premix carpet using bituminous (Viscosity grade/ modified bitumen) binder.
Providing,laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve a 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 –II.By Manual means.
(i).Bitumen (60/70 grade) V.G.-30.
2437.5
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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 full 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) Bitumen (60/70 grade) VG-30
2437.5
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Maintenance of bituminous surface road using Jhama brick aggregate
Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with B.M (using jhama brick aggregate & bitumen of VG-30), after applying prime coat at the bottom and tack coat on sides and on bottom (using bitumen emulsion) and compacting, trimming & finishing the surface to form a smooth continuous surface, all as per MoRD technical specification Clauses 1900, 502, 503 and 504.
24.14
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