Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date12 Feb 2025
Closing Date5 Mar 2025
Tender Amount₹ 89,28,489
Costs
EMD
₹ 1,78,570Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Maintenance Of Road From Ghaniyamara School Chowmuhani To Nc Nagar Bazar (l_2 Point 70 Km) During The Year 2024_25_sh_repair Of Pot Holes, Wbm_iii, Carpeting And Recarpeting, Brick Masonry Work, Road Side Pucca Drain And Other Ancillary Works
Description
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Contact
Tender Id
2025_CEPWD_58328_1Tender No
221_R_DNIT_SEIV_PWD(RnB)_24_25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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Tack coat using hot straight run bitumen of grade VG-30 on WBM:- 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 WBM@ 0.75 Kg/Sqm
1435
55
79643
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Tack Coat:
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503
8215.38
23
192240
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25 mm thick Open-Graded Premix Carpet using Bituminous
(Viscosity grade/ modified bitumen) Binder:
Providing, laying and rolling of open-graded premix carpet of 25 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity 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 - II By Mechanical Means
(I) Bitumen of VG-30
9650.38
413
3988985
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Seal Coat
Providing and laying seal coat sealing the voids in a bituminious 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 Techinical Specification Clause 510.
By Manual Means
Case - IV : Type D (premix with fine sand)
(I) Bitumen of VG-30
9650.38
78
755142
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Removal of Unsuitable Soil with Disposal upto 1000 m:
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment / subgrade, replacement by suitable soil, which shall be paid separately as per MoRD Technical Specification Clause 303.5.2 and as per MoRD Technical Specification Clause 302.3.11
270.75
44
11940
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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 10000 m as per MoRD Technical Specification Clause 301.5..
306.6
305
93789
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Providing and fixing bitumen or tar drum guard posts
including two coats of white synthetic enamel paint over a primer coat in the exposed outside surface above Ground level and applying two coats of coal tar on the outside surface below ground level including bottom before placing the same for a depth of 450 mm below ground level filled with earth as per specification.
72
785
56549
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Excavation for Structures:
A. 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.
I. Ordinary Soil
(i) Upto 3 m depth
21.6
458
9897
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Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
I. Sand Filling
3.6
1345
4845
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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)
I) P.C.C grade M 10 (using jhama brick aggregate)
(i) Nominal mix 1:3:6
3.6
9441
33990
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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.
II. In cement mortar( 1:4)
34.29
9753
334463
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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.
90
230
20781
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Providing weep holes on brick masonry/ plain/ reinforced concrete wall with 75 mm dia uPVC pipe with ISI mark of approved/ reputed make extending through the full width of the structures with slope of 1(V):20(H) towards drawing face including cutting,
fixing etc. complete as per drawing and direction of the Engineer in- Charge and technical specification.
28.96
162
4711
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Road side Pucca Drains
Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement) C.Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm)
I. In Ordinary Soil
500
4357
2178675
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