Housing Urban and Rular Development Government Departments Closing in 3 days TDR #56431235

Tender For Recovery And Restoration Of Jeori Nawaroo Bonda Road Km. 0/000 To 6/790 (Sh:- Construction of Boundary Wall In repair renovation Masonry Between At Rd 6/630 To 6/645 & 6/610 To 6/622, Retaining Wall In Wire Crate At Rd 6/490 To 6/540 & V-S

Issued by Government Departments · Shimla, Himachal Pradesh
Tender Value
54.51 Lakhs
Estimated cost
Bid Submission
17 Jul 2026
3 days left
EMD
1.10 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Recovery And Restoration Of Jeori Nawaroo Bonda Road Km. 0/000 To 6/790 (Sh:- Construction of Boundary Wall In repair renovation Masonry Between At Rd 6/630 To 6/645 & 6/610 To 6/622, Retaining Wall In Wire Crate At Rd 6/490 To 6/540 & V-Shape Drain In (1:3:6)

BOQ

Name of Work:- Recovery and restoration of Jeori Nawaroo Bonda road Km. 0/000 to 6/790 (SH:- C/O B/wall in RR masonry between at RD 6/630 to 6/645 & 6/610 to 6/622, R/wall in wire crate at RD 6/490 to 6/540 & V-shape drain in (1:3:6)
Sl. No. Item Description
1Excavation in Hill area by manual/mechanical means:- Excavation in soil in hill areas all heights and depth in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hardd rock all work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution etc. and to protect stability of hill side. Rock shall be excavated with chiselling and wedging out rock( where blasting is prohibited) including cutting and trimming of side slopes and disposing of excavated earth with a lift upto all heights and all leads as directed by the Engineer-in-Charge, in conformately with the requirement of technical specification of rural roads clause 1603.1 all useful material such as stone, shingle, aggregates& slate etc. shall be sorted out and stacked along the road side properly. Any loss to the public and private property to during the course of execution shall be the absoulte responsibility of the contractor which shall have to be duly compensated by him in all cases.
2Earth work in excavation for structure in all depth as per drawing and technical specification Clause 305-1 including setting out, construction of shoring and bracin , removal of stumps and other deleterious material and disposal in all lead and lift including dressisng of sides and bottom and back filling in trenches with excavated suitable material . All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion damage to hill side water pollution etc. and to protect stability of hill side. Rock shall be excavated with chiselling and wedging out of rock( where blasting is prohibited) as directed by the Engineer-in-Charge.all useful material such as stone, shingle, aggregates& slate etc. shall be sorted out and stacked along the road side properly. Any loss to the public and private property to during the course of execution shall be the absoulte responsibility of the contractor which shall have to be duly compensated by him in all cases.
3Providing and laying cement concrete 1:6:12 (1 cement:6 sand : 12 graded stone 40mm agregate nominal size) for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803, 1202 and 1203.including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.
4Random rubble stone masonry in cement mortar 1:6(1cement:6sand) for in foundation & super-structure complete like Retaining wall, breast walls, wing walls and similar works etc. in all heights complete as per drawing and technical specification for rural roads under Clauses 702, 704, 1202 & 1203 including hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.
5Providing and laying cement concrete 1:4:8 (1 cement : 4 sand :8 Graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in breast and retaining walls etc. including carriage of material within all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge.
6Providing and laying boulder apron laid in wire crates mate with G.I.wire confirming to IS :280 & IS 4826 in 100mmx100mm mesh (weaved diagonally including 10% extra for laps and joints laid with stone boulder weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 including hauling of materials through all modes of transportation within all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
7Backfilling /Filter media with granular material behind retaining wall/breast wall as per specification 1204.3.8 in a width of 600 mm. including hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.
8Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
9Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:5:10 (1 cement : 5 coarse sand) : 10 graded stone aggregate 40 mm nominal size) including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56431235
AUTHORITY Government Departments
TENDER VALUE 54.51 Lakhs
LAST DATE 17-07-2026
Authority
Authority Name Public Works Department
Work Description Tender for Recovery And Restoration Of Jeori Nawaroo Bonda Road Km. 0/000 To 6/790 (Sh:- Construction of Boundary Wall In repair renovation Masonry Between At Rd 6/630 To 6/645 & 6/610 To 6/622, Retaining Wall In Wire Crate At Rd 6/490 To 6/540 & V-Shape Drain In (1:3:6)
Basic Detail
Tender No PW/RMP/TA/2026-4840 dated 01.07.2026
Bidding Type Tender
Location
City Shimla
State Himachal Pradesh
Key Dates
Publish Date 11 Jul 2026
Submission Date 17 Jul 2026
Open Date 17 Jul 2026
Finance
Tender Value 54.51 Lakhs
Tender Fee 2000
EMD 1.10 Lakhs
Exemption Available
Document List
27bfa26b-cc01-4c7f-bf57-c45f4faf68d2.html
BOQ_205621.xls
SBD.pdf
Tendernotice_1 (10).pdf

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Tender Timeline

Jul 11, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 17, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 3 days
Jul 17, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 3 days

Tender Documents

Download All (ZIP) ↓
html

27bfa26b-cc01-4c7f-bf57-c45f4faf68d2.html

xls

BOQ_205621.xls

pdf

SBD.pdf

pdf

Tendernotice_1 (10).pdf

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