Power Boards / Undertakings / PSU Closing in 17 days TDR #58001271

Tender For Construction Of 2.4 M High Boundary Wall At 132 Kv S/S Damoh Under Eht-Construction Division Sagar.

Issued by Boards / Undertakings / PSU · Damoh, Madhya Pradesh
Tender Value
24.19 Lakhs
Estimated cost
Bid Submission
04 Nov 2026
17 days left
EMD
48380
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Damoh → Madhya Pradesh
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Construction Of 2.4 M High Boundary Wall At 132 Kv S/S Damoh Under Eht-Construction Division Sagar.

BOQ

Name of Work:- Construction of 2.4 M high boundary wall at 132 KV S/s Damoh under EHT-Construction Division Sagar.
Sl. No. Item Description
1Construction of 2.4 M high boundary wall
2NSOR 227, 4000328, Boundary Wall 2.4 M High Construction of civil work as per Standard drawings and details mentioned in SMB vide page NoVol-II/P-121 to 129
32.6(SOR w.e.f 01.12.2020) Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil
42.24(SOR w.e.f 01.12.2020) Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
52.7.1(SOR w.e.f 01.12.2020) Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. Ordinary rock
62.7.2(SOR w.e.f 01.12.2020)Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. Hard rock (requiring blasting)
72.7.3(SOR w.e.f 01.12.2020)Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. Hard rock (blasting prohibited)
81.1.1.2 (SOR w.e.f 01.12.2020) Transportation By Mechanical Transport including loading, unloading and stacking. Lime, moorum, building rubbish 2 km
91.1.1.4 (SOR w.e.f 01.12.2020) Transportation By Mechanical Transport including loading, unloading and stacking. Lime, moorum, building rubbish 4 km
1046NSOR Dismentling of chainlink mesh fencing which include taking out the mesh from the posts including barbed wire and lower & Upper Runner Angles if any, i/c stacking , rolling the mesh and keeping all taken out material at specified place in desired pattern including all labour , T&P, taxes etc as per direction of Engineer in Charge
113000152,47 NSOR,Taking out RCC Posts of Yard fencing from the embedded pits or piles by excavating the pit or exposing the piles and then separating it from the concrete mass through chieseling , hammering or any other suitable safe method so that the post remains intact and then stacking it at desired place including all labour , T&P, taxes etc as per direction of Engineer in Charge
123000153,48 NSOR,Taking out MS Angle Posts of Yard fencing from the embedded pits or piles by excavating the pit or exposing the piles and then separating it from the concrete mass through chieseling , hammering or any other suitable safe method so that the post remains intact and then stacking it at desired place including all labour , T&P, taxes etc as per direction of Engineer in Charge
133000154,49 NSOR,Labour only for fixing of chain link mesh fencing in position on angle iron with nuts, bolts, washer including grouting of post if required including cost of nuts,bolts, flat washers of size 100 x 30 x 3mm as required but excluding cost of other material as per direction of Engineer-in-Charge.
143000155,50 NSOR,Labour only for steel work in single section for RS joist complete as per direction of Engineeer in charge
153000156,51 NSOR,Labour only for fixing MS angle post in cement concrete complete as per direction of Engineeer in charge
163011304, NSOR 288, Providing and fixing prestresed vertically casted concrete panels ( Both surfaces should be smooth and having grooves on both faces) of M-40 grade of concrete of size 2200X300X50 mm having minimum 4 numbers of high tensile steel wire as per IS 6006-2014 of dia 3mm placed horizontaly in full lenght of panel with prestressed precast concrete coloumn of M-40 grade of size 3200X200X200 mm having minimum 8 numbers of high tensile steel wire as per IS 6006-2014 of dia 3mm placed vertically in full lenght to erect precast bouandary wall panels to height 2400mm from GL incl. excavation of pit of size 600mm dia X 1200 mm deep for ordinary soil and 600 mm dia X 850mm deep for hard rock strata for erection of coloumns and grouting the pit with M-20 grade of concrete,Manufactuiring, Transportation and Installation at site all complete as per the direction of engineer in charge. Along with providing and fixing concertina coil fencing with punched tape concertina coil 600mm dia 10 meter openable lenght ( Total lenght 90 meter), having 50 No. rounds per 6 meter lenght, upto 3 meter height of wall with angle MS 65X65X6 mm iron 'Y' saved run welded with to numbers 12mm dia tor steel rod embedded in coloumn, as per drawing and with 6 number horizontal R.B.T reinforced barbed wire, stud tied with GI staples and GI clips to retain horizontal, including necessary bolds aur GI barbed wire tied to angle iron, all complete as per direction of engineer in charge, with reinforced barbed tape (R.B.T) / spring core (2.5mm thick) and weight 43.478 gm per meter. Complete as per drawing number TRM/ ST/440- RI dtd. 04.07.2024 and TRN/ST/459 dtd. 22.01.2025 (or its subsiquent revision) and providing test results of all components and material used, tested from any NABL lab, incl. all transportation upto site complete job.
17NOSR45, 3000150, P&F Barbed wire (9.38 Kg per 100 M min.) to MS Angle Iron posts
182.1.SOR 01.12.2020, 3004738, Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. in all kinds of soil. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58001271
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 24.19 Lakhs
LAST DATE 04-11-2026
Authority
Authority Name Madhya Pradesh Power Transmission Company Limited
Work Description Tender for Construction Of 2.4 M High Boundary Wall At 132 Kv S/S Damoh Under Eht-Construction Division Sagar.
Basic Detail
Tender No 1048
Bidding Type Tender
Location
City Damoh
State Madhya Pradesh
Key Dates
Publish Date 12 Oct 2026
Submission Date 04 Nov 2026
Open Date 05 Nov 2026
Finance
Tender Value 24.19 Lakhs
Tender Fee 1180
EMD 48380
Exemption Available
Document List
1afea9f3-fe37-48b6-a259-4c5e0f5dbe01.html
AffidavitNew.pdf
BOQ_652333.xls
Document389.pdf
PROFORMA.pdf
Questionnaire.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 12, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 04, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 17 days
Nov 05, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 18 days

Tender Documents

Download All (ZIP) ↓
html

1afea9f3-fe37-48b6-a259-4c5e0f5dbe01.html

pdf

AffidavitNew.pdf

xls

BOQ_652333.xls

pdf

Document389.pdf

pdf

PROFORMA.pdf

pdf

Questionnaire.pdf

pdf

Tendernotice_1.pdf

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