Tender ID

Cancelled

Works

Civil Works - Roads

Construction work of permanent helipad at development block headquarters Bamor in Jhansi district

Chief Engineer Jhansi Zone PWD Jhansi UP

Jhansi, Uttar Pradesh

Amount: Refer DocsCloses: 24 Mar 2026Closed

Timeline

Published19 Mar 2026
Closed24 Mar 2026
Cancelled12 May 2026

Cancellation Details

Cancellation of Tender

1025/NIVIDA/2026-27, DATE 11-05-2026CorrigendumReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 12 May 2026

Tender Value

Refer Docs

EMD Value

₹3.1 L

Closing Date

24 Mar 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

EE CD-3 PWD Jhansi

Address

EE CD-3 PWD Jhansi

Work Description

Construction work of permanent helipad at development block headquarters Bamor in Jhansi district

Tender Information

Tender ID

2026_CEJNS_1127284_1

Reference Number

529/NIVIDA/2025-26, DATE 10-03-2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Fixed-rate

Period of Work

60 days

Location

Jhansi

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredOnline Document (.pdf)

RequiredTechnical Document (.pdf)

Finance

RequiredFinancial Document (.xls)

Fee & Financial Details

Tender Fee Amount

₹800

EMD Fee Amount

₹3.1 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

EE CD-3 PWD Jhansi

Important Dates

Last Activity

12 May 2026

Published

19 Mar 2026

Bid Opening

24 Mar 2026

Download Starts

19 Mar 2026

Download Ends

24 Mar 2026

Submission Starts

19 Mar 2026

Pre-Bid Meeting

20 Mar 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
2Construction of sub-grade by providing borrow pit material with 2% Lime , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
3Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
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 table 600-1, 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, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
5Construction of cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregateconforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
6Providing and laying of 80mm interlocking concrete block pavement laid in stone dust base and fiI joint with fine sand. Joint filled after levelling and dressing base including supply of all materiat, tabour, T&P etc required for proper comptetion of the work.
7Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per MORTH Data Book & Specification clause 15.13(1600)
8Panting with synthetic enamel pain of approved barand of required color give an even shade. Two or more coats on new work over an under coat of suitable shade with ordinary pant of approved brand and manufacture As per DSR-2023 (Item No. 13.62.1))

Stage Documents

Stage Summary Snapshot

stage.html

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Cancellation Documents

cancelled_1.pdf

pdf • 0.18 MB

Documents

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Tender Page Snapshot

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NIT Documents

Tendernotice_1.pdf

PDF • 1.72 MB

Work Item Documents

T1.pdf

Tender Documents • 1.04 MB

BOQ_2102457.xls

BOQ • 0.32 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
2Construction of sub-grade by providing borrow pit material with 2% Lime , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
3Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
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 table 600-1, 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, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
5Construction of cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregateconforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
6Providing and laying of 80mm interlocking concrete block pavement laid in stone dust base and fiI joint with fine sand. Joint filled after levelling and dressing base including supply of all materiat, tabour, T&P etc required for proper comptetion of the work.
7Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per MORTH Data Book & Specification clause 15.13(1600)
8Panting with synthetic enamel pain of approved barand of required color give an even shade. Two or more coats on new work over an under coat of suitable shade with ordinary pant of approved brand and manufacture As per DSR-2023 (Item No. 13.62.1))

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

2Construction of sub-grade by providing borrow pit material with 2% Lime , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

3Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

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 table 600-1, 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, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

5Construction of cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregateconforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

6Providing and laying of 80mm interlocking concrete block pavement laid in stone dust base and fiI joint with fine sand. Joint filled after levelling and dressing base including supply of all materiat, tabour, T&P etc required for proper comptetion of the work.

7Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per MORTH Data Book & Specification clause 15.13(1600)

8Panting with synthetic enamel pain of approved barand of required color give an even shade. Two or more coats on new work over an under coat of suitable shade with ordinary pant of approved brand and manufacture As per DSR-2023 (Item No. 13.62.1))