Tender ID

Cancelled

Works

Civil Works

New construction work of village Katghar Sadar in the Palhani development block from Harischandra Pal s farm at Godam Baba Sthan to Pradeep Kumar Bharti s house in the West Anusuchit Basti.(Including 5 years maintenance cost)

Chief Engineer PWD Azamgarh Zone,Azamgarh

Azamgarh, Uttar Pradesh

Amount: ₹54.5 LCloses: 24 Mar 2026Closed

Timeline

Published19 Mar 2026
Closed24 Mar 2026
Cancelled2 Apr 2026

Cancellation Details

Cancellation of Tender

Cancellation of TenderNo Bid ReceivedReason: No Bids receivedDocument: cancelled_1.pdf

Published 2 Apr 2026

Tender Value

₹54.5 L

EMD Value

₹4.8 L

Closing Date

24 Mar 2026, 12:30 pmClosed

Tender Inviting Organisation

Name

S.E., Azamgarh Circle, P.W.D., Azamgarh

Address

S.E., Azamgarh Circle, P.W.D., Azamgarh

Work Description

New construction work of village Katghar Sadar in the Palhani development block from Harischandra Pal s farm at Godam Baba Sthan to Pradeep Kumar Bharti s house in the West Anusuchit Basti.(Including 5 years maintenance cost)

Tender Information

Tender ID

2026_CEUAZ_1127259_2

Reference Number

947/SE Tender/Aazamgarh Circle/2026 Date.11-03-2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Fixed-rate

Period of Work

180 days

Location

Azamgarh

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredOnline Payment Receipt (.pdf)

RequiredTechnical Document E1 Sheet (.pdf)

Finance

RequiredFinancial Document (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,590

EMD Fee Amount

₹4.8 L

Important Dates

Last Activity

2 Apr 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

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 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Part-A Construction of Embankment with material obtain from Borrow pits Construction of Embankment with approved material obtain from Borrow pits with all lift and lead, transporting to site ,spreding grading to required slope and compacting to meet requirement of Table-300-2 (Excluding G.S.T.)
2Cemented Treated Sub base (G.S.B. + 2% Cement) Providing laying and speading Material on a prepared sub grade, adding cement @ 2% by weight to the spread Material manually, mixing in place with rotavater and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base. (Excluding G.S.T.)
3	Granular sub-base with well graded material (400.1) By Mix in Place Method (for Grading-1 material) Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (Excluding G.S.T.)	1	Cum	-	-
4Cemented Treated base (WBM Grade-III +4% Cement) Providing, laying and spreading Material on a prepared sub base, cement @ 4% by weight to the spread Material manually, mixing in place with rotavater and compacting with road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base. (Excluding G.S.T.)
5Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503. (Excluding G.S.T.)
6Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 (13.2mm & 11.20mm in 2:1) mm aggregates either using penetration grade bitumen VG-10 at the rate of 1.46 kg per sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508. (Excluding G.S.T.)
7Providing and laying seal coat sealing 6.7mm stone grit @0.009 cum per sqm the voids in a bituminous grade VG-10 @0.65kg per sqm surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. (Excluding G.S.T.)
8Same as above item No. 1 but earth work in patri in ordinary soil. As per direction of E/I. (Excluding G.S.T.)
9Part-B Maintainance of Bituminous surface road and/ or gravel road and/ or WBM road including filling potholes and patch repair etc, Restoration of raincuts and dressing of side slopes /berms, Making up of berms/ shoulders, maintenance of drains, maintenance of culvert, maintenance of guard rails and parapet, maintenance of road singns, speed breakers, standing tree adjacent to road wherever required, maintenance of 200 m and kilometer stones, cutting of branches of tress, shrub and trimming of grass and weeds etc, white washing of parapets including CD work, painting of guard stones, Re-Fixing of displaced guard stones.Total of Work Amount 1 to 8 (Excluding G.S.T.)
9.1	Maintainance of First Year (@0% of Total Work Amount of 1 to 10)	-	Job	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.39 MB

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.79 MB

Work Item Documents

BOQ_2102414.xls

BOQ • 0.40 MB

T2.pdf

Tender Documents • 1.04 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Part-A Construction of Embankment with material obtain from Borrow pits Construction of Embankment with approved material obtain from Borrow pits with all lift and lead, transporting to site ,spreding grading to required slope and compacting to meet requirement of Table-300-2 (Excluding G.S.T.)
2Cemented Treated Sub base (G.S.B. + 2% Cement) Providing laying and speading Material on a prepared sub grade, adding cement @ 2% by weight to the spread Material manually, mixing in place with rotavater and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base. (Excluding G.S.T.)
3	Granular sub-base with well graded material (400.1) By Mix in Place Method (for Grading-1 material) Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (Excluding G.S.T.)	1	Cum	-	-
4Cemented Treated base (WBM Grade-III +4% Cement) Providing, laying and spreading Material on a prepared sub base, cement @ 4% by weight to the spread Material manually, mixing in place with rotavater and compacting with road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base. (Excluding G.S.T.)
5Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503. (Excluding G.S.T.)
6Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 (13.2mm & 11.20mm in 2:1) mm aggregates either using penetration grade bitumen VG-10 at the rate of 1.46 kg per sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508. (Excluding G.S.T.)
7Providing and laying seal coat sealing 6.7mm stone grit @0.009 cum per sqm the voids in a bituminous grade VG-10 @0.65kg per sqm surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. (Excluding G.S.T.)
8Same as above item No. 1 but earth work in patri in ordinary soil. As per direction of E/I. (Excluding G.S.T.)
9Part-B Maintainance of Bituminous surface road and/ or gravel road and/ or WBM road including filling potholes and patch repair etc, Restoration of raincuts and dressing of side slopes /berms, Making up of berms/ shoulders, maintenance of drains, maintenance of culvert, maintenance of guard rails and parapet, maintenance of road singns, speed breakers, standing tree adjacent to road wherever required, maintenance of 200 m and kilometer stones, cutting of branches of tress, shrub and trimming of grass and weeds etc, white washing of parapets including CD work, painting of guard stones, Re-Fixing of displaced guard stones.Total of Work Amount 1 to 8 (Excluding G.S.T.)
9.1	Maintainance of First Year (@0% of Total Work Amount of 1 to 10)	-	Job	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Part-A Construction of Embankment with material obtain from Borrow pits Construction of Embankment with approved material obtain from Borrow pits with all lift and lead, transporting to site ,spreding grading to required slope and compacting to meet requirement of Table-300-2 (Excluding G.S.T.)

2Cemented Treated Sub base (G.S.B. + 2% Cement) Providing laying and speading Material on a prepared sub grade, adding cement @ 2% by weight to the spread Material manually, mixing in place with rotavater and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base. (Excluding G.S.T.)

Granular sub-base with well graded material (400.1) By Mix in Place Method (for Grading-1 material) Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (Excluding G.S.T.)

Cum

4Cemented Treated base (WBM Grade-III +4% Cement) Providing, laying and spreading Material on a prepared sub base, cement @ 4% by weight to the spread Material manually, mixing in place with rotavater and compacting with road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base. (Excluding G.S.T.)

5Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503. (Excluding G.S.T.)

6Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 (13.2mm & 11.20mm in 2:1) mm aggregates either using penetration grade bitumen VG-10 at the rate of 1.46 kg per sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508. (Excluding G.S.T.)

7Providing and laying seal coat sealing 6.7mm stone grit @0.009 cum per sqm the voids in a bituminous grade VG-10 @0.65kg per sqm surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. (Excluding G.S.T.)

8Same as above item No. 1 but earth work in patri in ordinary soil. As per direction of E/I. (Excluding G.S.T.)

9Part-B Maintainance of Bituminous surface road and/ or gravel road and/ or WBM road including filling potholes and patch repair etc, Restoration of raincuts and dressing of side slopes /berms, Making up of berms/ shoulders, maintenance of drains, maintenance of culvert, maintenance of guard rails and parapet, maintenance of road singns, speed breakers, standing tree adjacent to road wherever required, maintenance of 200 m and kilometer stones, cutting of branches of tress, shrub and trimming of grass and weeds etc, white washing of parapets including CD work, painting of guard stones, Re-Fixing of displaced guard stones.Total of Work Amount 1 to 8 (Excluding G.S.T.)

9.1

Maintainance of First Year (@0% of Total Work Amount of 1 to 10)

Job