Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date29 Feb 2024
Closing Date21 Mar 2024
Tender Amount₹ 16,24,692.97
Costs
EMD
₹ 48,491Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Mtc. Of Bishramganj To Parimal Chowmuhani-golaghati Road Via Barajala And Panchayet Connectivity Of Barajala Gp
Description
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Contact
Tender Id
2024_CEPWD_47843_1Bid Award Id
ViewTender No
34/R/DNIeT/EE-BRG/PWD/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
... More
Providing concrete for plain/reinforced concrete 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).
IV R.C.C grade M 20
10.4
121114
11645.6
... More
Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202.
0.62
57209
91681.3
... More
Maintenance of Earthen shoulder (Stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903.
187
3572
19.1
... More
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.
47.58
11676
245.4
... More
Surface Drains
Construction of unlined surface drains of average crosssectional
area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD echnical Specification Clause 307.
I) Surface Drains in Ordinary Soil
(A) Manual Means
175
20055
114.6
... More
Brick soling
i) Brick on edge soling Providing and laying brick on edge soling layer on prepared ubgrade according to lines, grades and cross-section shown on the drawing, filling joints with sand, watering and rolling the same with three heeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.
118
121870
1032.8
... More
Brick edging laid in full brick width
Providing and laying brick edging on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.
50
13085
261.7
... More
Flat Brick soling
Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.
137.5
82913
603
... More
Brick edging laid length wise
Providing and laying brick edging laid lengthwise on prepared ubgrade according to lines, grades and crosssection shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.
60
5346
89.1
... More
Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate.
WBM Grading - 3
Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of
coarse aggregate, watering and compacting to the required density Grading- 3 as per MoRD Technical Specification Clause 405.
(A) By Manual Means.
11.27
89408
7934
... More
Maintenance of bituminous surface road
Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with pressed air or any appropriate method, filled with 75 mm B.M, after applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per MoRD technical specification
Clauses 1900, 502, 503 and 504.
13.8
252841
18316.5
... More
Medium porosity
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.20 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.
157.76
14498
91.9
... More
Tack coat using hot straight run bitumen of grade VG-30 on btuminous 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.
3344.25
139121
41.6
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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 13.2 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 - I : By Manual Means
(I) Bitumen of VG-30 sqm ` 286.30
3344.25
1162127
347.5
... More
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.
(I) Bitumen of VG-30
A By Manual Means Case - IV : Type D (premix with fine sand)
3344.25
263861
78.9
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