Housing Urban and Rular Development Government Departments Closing in 0 days TDR #35322141

Tender For Fdr / Maintenance Of Road From Ambassa-Gandacherra Road (Rajani) Tosatiram (L-5.30 Km) During The Year 2022-23 Aided By Additionalfund

Issued by Government Departments · ambassa, Tripura
Tender Value
1.16 Crore
Estimated cost
Bid Submission
31 Dec 2022
0 days left
EMD
2.32 Lakhs
Bank guarantee accepted
Document Fee
4000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
ambassa → Tripura
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Fdr / Maintenance Of Road From Ambassa-Gandacherra Road ( Rajani ) Tosatiram ( L-5.30 Km ) During The Year 2022-23 Aided By Additionalfund Fdr / Mtc. Of Road From Ambassa-Gandacherra Road ( Rajani ) To Satiram ( L -5.30 Km ) During The Year 2022-23 Aided By Additional Fund / Sh- Restoration Of Damaged Road Formation, Bamboo Palasiding, Constn. Of Unlined Surface Drain, Etc. Ba

BOQ

Name of Work:FDR / Mtc. of road from Ambassa-Gandacherra road (Rajani) to Satiram (L = 5.30 Km) during the year 2022-23 aided by Additional Fund / SH:- Restoration of damaged road formation, bamboo palasiding, constn. of unlined surface drain, placing of gunny bags, filling of bats, clearing of land slide in/c grouting, metaling, carpeting/ re-carpeting, seal coating etc. from Ch.0.00 to Ch. 5.30 Km.
Sl. No. Item Description
1Construction of Embankment with Material Obtained from Roadway CuttingConstruction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Technical Specification Clause 301.5.B) For Spreading within 100 m
2(iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per MoRD Technical Specification Clause 302.3.
3Removal of Unsuitable Soil with Disposal upto 1000 mRemoval 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.
4Turfing with SodsFurnishing and laying of the live sods of perennial turf forming grass on embankment slope , verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per MoRD Technical Specification Clause 309.
5Surface Drains in SoilConstruction 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 MoRDTechnical Specification Clause 307.(i) Surface Drains in Ordinary Soil A) Manual Means
6Hill Side Drain ClearanceRemoval of earth from the choked hill side drain and disposing it on the valley side manually as per MoRT&H technical specification Clause 3000.
7Land Slide Clearance in soilClearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side as per MoRT&H technical specification Clause 3000.
8ii) Flat Brick solingProviding 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.
9Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate2) WBM Grading - 3Providing, 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
10Prime Coat(i) Low porosityProviding 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.
1120 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) BinderProviding, 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
12Seal CoatProviding 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.Case IV: Type D (premix with fine sand)I Bitumen of VG-30
13Patch repairing/ Maintenance of bituminous surface road using Jhama brick aggregate & Viscosity Graded bitumen (VG-30)Repairing pot-holes and making up small depressions with ramming or power rolling after removal/ disposal of disintegrated materials within a lead of 50 m, cutting pot holes to regular shapes with vertical edges and levelling the bottom, cleaning the same with compressed air or any other appropriate method including screening, cleaning of aggregates; and filling up with with jhama chips using bitumen of VG-30 @ 54 kg per m3 of loose volume of jhama brick chips, after applying tack coat of bitumen on sides and bottom @ 0.75 kg/ sqm and finishing the top of repaired surface levelled with adjoining area in proper grade and camber including spreading of sand @ 0.006 cum/ sqm of prepared road surface as per direction of the Engineer-in- Charge and all as per MoRD technical specification Clauses 1900, 502, 503 and 504.
14Tack 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.
15Supplying bamboo (1st class) 85 mm to 100 mm dia and making shoe with end tappered upto 300 mm from the bottom of the bamboo as per drawing and specification.
16Handling and driving bamboo (1st class) 85 mm to 100 mm dia upto the length required by heavy hammer as per drawing and specification.
17Providing and fitting, fixing bamboo (1st class) 85 mm to 100 mm dia for horizontal, diagonal bracing, strut etc. with nails / spikes and binding wire (GI 2.00 mm) as per drawing and specification.
18Providing 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.
19Providing 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..
20Supplying brick bats (jhamma) and laying the same in road depression and stretches in/c spreading one layer of tilla soil to make it good to proper grade and camber and consolidation with road roller as per direction of the E-I-C.

AI Tender Summary

OUR REF NO 35322141
AUTHORITY Government Departments
TENDER VALUE 1.16 Crore
LAST DATE 31-12-2022
Authority
Authority Name Public Works Department
Work Description Fdr / Maintenance Of Road From Ambassa-Gandacherra Road ( Rajani ) Tosatiram ( L-5.30 Km ) During The Year 2022-23 Aided By Additionalfund Fdr / Mtc. Of Road From Ambassa-Gandacherra Road ( Rajani ) To Satiram ( L -5.30 Km ) During The Year 2022-23 Aided By Additional Fund / Sh- Restoration Of Damaged Road Formation, Bamboo Palasiding, Constn. Of Unlined Surface Drain, Etc. Ba
Basic Detail
Tender No 54/DNIT/SE-V/AMB/2022-23
Bidding Type Tender
Location
City ambassa
State Tripura
Key Dates
Publish Date 17 Dec 2022
Submission Date 31 Dec 2022
Open Date 31 Dec 2022
Finance
Tender Value 1.16 Crore
Tender Fee 4000
EMD 2.32 Lakhs
Exemption Not Available
Document List
287f4863-54d0-4c3d-a040-8dc5236da552.html
BOQ_35888.xls
DNIT.pdf
Integrity.pdf
Tendernotice_1.pdf

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Tender Timeline

Dec 17, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Dec 31, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Dec 31, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

287f4863-54d0-4c3d-a040-8dc5236da552.html

xls

BOQ_35888.xls

pdf

DNIT.pdf

pdf

Integrity.pdf

pdf

Tendernotice_1.pdf

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