Power Private Organizations Closing in 20 days TDR #58166679

Tender For Development Of Fly & Bottom Ash Dyke Area At Jhabua Power Ltd. (A Jv Of Ntpc Ltd.)

Issued by Private Organizations · Seoni, Madhya Pradesh
Tender Value
Ref. Documents
Estimated cost
Bid Submission
13 Nov 2026
20 days left
EMD
2 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Development Of Fly & Bottom Ash Dyke Area At Jhabua Power Ltd. (A Jv Of Ntpc Ltd.)

BOQ

Name of Work:- Development of Fly & Bottom Ash Dyke Area at Jhabua Power Ltd. (A JV of NTPC Ltd.)
Sl. No. Item Description
1Scheduled Items
2Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
3Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
4Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineerin- charge.
5Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/expansion, construction & longitudinal joints (10 mm wide x 50 mmdeep) by groove cutting machine, providing and filling joints withapproved joint filler and sealants, complete all as per direction of Engineer-in-charge (dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately.Cement concrete prepared with batch mixing machine
6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars
7Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge.Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge.
8Filling available excavated earth / rock 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. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58166679
AUTHORITY Private Organizations
TENDER VALUE Ref. Documents
LAST DATE 13-11-2026
Authority
Authority Name Jhabua Power Limited
Work Description Tender for Development Of Fly & Bottom Ash Dyke Area At Jhabua Power Ltd. (A Jv Of Ntpc Ltd.)
Basic Detail
Tender No JPL/CnM/26-27/1200008648
Bidding Type Tender
Location
City Seoni
State Madhya Pradesh
Key Dates
Publish Date 23 Oct 2026
Submission Date 13 Nov 2026
Open Date 14 Nov 2026
Finance
Tender Value Ref. Documents
Tender Fee Ref. Documents
EMD 2 Lakhs
Exemption Not Available
Document List
BOQ_344372.xls
e5b0fb36-7120-4f02-a0cf-0aba89cf7b58.html
TenderDocuments.rar
Tendernotice_1.pdf

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Tender Timeline

Oct 23, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 13, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 20 days
Nov 14, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 21 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_344372.xls

html

e5b0fb36-7120-4f02-a0cf-0aba89cf7b58.html

rar

TenderDocuments.rar

pdf

Tendernotice_1.pdf

Disclaimer

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