Public Works Department Tender
BidAssist is a very user-friendly website that lets us explore new opportunities which further helps in the growth of the business. We can get any information regarding any e-tender the Tripura government has posted on its website in a very hassle-free manner. BidAssist is designed in such a manner so as to provide information on all government tenders at one place without any inconvenience.
Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date20 Sep 2024
Closing Date27 Sep 2024
Tender Amount₹ 23,04,753
Costs
EMD
₹ 48,521Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Maintenance Of Road From Padmininagar Bazar Chowmuhani (poltu Debbarma House) To Bishramganj - Taxapara Road Via Uttarmura , L- 1.010 Km (portion From Ch- 0.510 Km To Ch-1.010 Km , L - 0.500 Km ) Within Nalchar Rd Block , Sepahijala , Tripura Dur
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_CEPWD_53038_1Bid Award Id
ViewTender No
98/EE/SNM/PWD/2024-25.Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRD Technical Specification Clause
303.1.
93.15
21778
233.8
Charges for Brick soling (ii) Laying flat brick soling on prepared subgrade
(excluding the cost of bricks but including the cost
of binding materials) 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.
98
6154
62.8
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.
292.52
174377
596.12
Brick edging laid length wise Providing and laying brick edging laid lengthwise on
prepared subgrade 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.
500
44135
88.27
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.
148.8
1160964
7802.18
Prime Coat (i) Low 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 0.70- 1.00 kg/sqm
using mechanical means as per MoRD Technical
Specification Clause 502.
1537.5
113531
73.84
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.
1537.5
85470
55.59
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 viscocity 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 Manual Means. (I) Bitumen of VG-30
1537.5
552086
359.08
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 of VG-30
1537.5
120202
78.18
Maintenance of Earhen 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.
424.5
8108
19.1
Single bamboo palasiding/ walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5. A) Driven at least 900 mm below ground and 1200 mm above ground on average
60
68964
1149.4
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.
64.8
15902
245.4
Construction of unlined surface drains of average cross-sectional 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 Technical Specification Clause 307. Manual Means
150
17190
114.6
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements