Housing Urban and Rular Development Government Departments Closing in 0 days TDR #32805454

Construction Link Road Ghyan Salala Kiara Dhapli Sojla Mata Mindir Lihar Kelvi Km 0 / 0 To 5 / 510 Under Scsp C / O Breast Wall At Rd 5 / 195 To 5 / 207.50, Retaining Wall At Rd 4 / 955 To 4 / 967 And P / L Kharanja Soling In Various Slushy Reaches At Rd

Issued by Government Departments · jubbal, Himachal Pradesh
Tender Value
9.86 Lakhs
Estimated cost
Bid Submission
28 Jun 2022
0 days left
EMD
19800
Bank guarantee accepted
Document Fee
350
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
jubbal → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Link Road Ghyan Salala Kiara Dhapli Sojla Mata Mindir Lihar Kelvi Km 0 / 0 To 5 / 510 Under Scsp C / O Breast Wall At Rd 5 / 195 To 5 / 207.50, Retaining Wall At Rd 4 / 955 To 4 / 967 And P / L Kharanja Soling In Various Slushy Reaches At Rd 4 / 600 To 5 / 0

BOQ

Name of Work:C/O Link Road Ghyan Salala Kiara Dhapli sojla mata mindir Lihar Kelvi Km 0/0 to 5/510 under SCSP (SH:-C/O breast wall at RD 5/195 to 5/207.50,Retaining wall at RD 4/955 to 4/967 and P/L Kharanja Soling in various slushy reaches at RD 4/600 to 5/0)
Sl. No. Item Description
1Excavation for roadway in soil using mannual means for carriage of cut earth to embankments site with any lead and lifts as per techanical specifications clause 302.3as per directions of Engineer in Charge.
2Stone soling properly hand-packed filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification.including all leads and lifts, as per HPPWD, specification of 1990 Volume-I, as directed by the Engineer-In-Charge.
3Excavation in soil in Hilly Area in all kind of sand by mechanical/manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto any lead and lift as per Technical Specification Clause 1603.1 and as per HPPWD, specification of 1990 Volume-I, or as directed by the Engineer-In-Charge.
4Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a any lead and lift , dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.useful material available from excavation to be properly stacked and handed over to the department free of cost including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge
5Providing and Laying concreteconcrete 1:6:12 (1cement: 6 sand: 12 graded stone aggregate 40mm nominal size)for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge
6Stone Random Rubble Masonry work In cement mortar 1:6 (1 cement : 6 sand ) in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203..including carriage of material with in all leads and lifts as perdirection of Engineer-In-Charge.
7Providing and laying of boulder apron laid in wire crates with 4 mm (four) milimetre dia GI wire conforming to IS:280 and IS: 4826in 100 mm x 100 mm ( one hundred milimetre x one hundred milimetre) mesh (woven diagonally) including 10 (ten) percent extra for laps and joints laid with stone boulders weighting not less than 25 kg (twenty five)kilogramme each as per drawing and Technical Specifications Clause 1301 and as per the direction of the Engineer-in-Charge includingcarriage of material through all modes of transportation within all leads and liftsand other incidentals.
8Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7
9Backfilling with Granular material behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge

AI Tender Summary

OUR REF NO 32805454
AUTHORITY Government Departments
TENDER VALUE 9.86 Lakhs
LAST DATE 28-06-2022
Authority
Authority Name Public Works Department
Work Description Construction Link Road Ghyan Salala Kiara Dhapli Sojla Mata Mindir Lihar Kelvi Km 0 / 0 To 5 / 510 Under Scsp C / O Breast Wall At Rd 5 / 195 To 5 / 207.50, Retaining Wall At Rd 4 / 955 To 4 / 967 And P / L Kharanja Soling In Various Slushy Reaches At Rd 4 / 600 To 5 / 0
Basic Detail
Tender No PW-JD/E-Tender/2022-23 -2795-97 DT. 18.06.2022
Bidding Type Tender
Location
City jubbal
State Himachal Pradesh
Key Dates
Publish Date 23 Jun 2022
Submission Date 28 Jun 2022
Open Date 29 Jun 2022
Finance
Tender Value 9.86 Lakhs
Tender Fee 350
EMD 19800
Exemption Not Available
Document List
d2319662-fce2-4ac1-a79d-3f9a13837e2f.html
BOQ_93607.xls
SBD-GHYAN-SALALA.pdf
Tendernotice_1.pdf

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Tender Timeline

Jun 23, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Jun 28, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jun 29, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

d2319662-fce2-4ac1-a79d-3f9a13837e2f.html

xls

BOQ_93607.xls

pdf

SBD-GHYAN-SALALA.pdf

pdf

Tendernotice_1.pdf

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