AOC

Works

Civil Works

Ward no.11 Dwrakanagar me labeda Pakki sadak se Hriday narayan ke ghar tak CC road nirman karya

Directorate of Local Bodies UP

Nagar Panchayat Ramganj | Pratapgarh, Uttar Pradesh

Amount: ₹19.7 LCloses: 5 Jun 2026Closed

Timeline

Published16 May 2026
Closed5 Jun 2026
Awarded9 Jun 2026

Bids

Percentage

3 Bids9 Jun 2026

#	Company	Amount	Rank	Status
1	S S CONSTRUCTION L1₹19.7 LAccepted-AOC 401 DARA GANG PRAYAGRAJ \| PRAYAGRAJ \| UTTAR PRADESH \| 211001	₹19.7 L	L1	Accepted-AOC L1
2	MAA VINDHYAVASHINI ENTERPRISES L2₹19.7 L+₹589.81 (0.03%)Rejected-Finance	₹19.7 L+₹589.81 (0.03%)	L2	Rejected-Finance L2
3	IDEAL PLACEMENT L3₹20.0 L+₹30,473.53 (1.55%)Rejected-Finance	₹20.0 L+₹30,473.53 (1.55%)	L3	Rejected-Finance L3

Tender Value

₹19.7 L

EMD Value

₹2.0 L

Closing Date

5 Jun 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Address

Nagar Panchayat Ramganj Office

Work Description

Ward no.11 Dwrakanagar me labeda Pakki sadak se Hriday narayan ke ghar tak CC road nirman karya

Tender Information

Tender ID

2026_DOLBU_1148713_15

Reference Number

263/15/05/2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Location

Nagar Panchayat Ramganj

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredNotice (.pdf)

Finance

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,400

Tender Fee Payable To

EO NP Ramganj

EMD Fee Amount

₹2.0 L

Important Dates

Last Activity

9 Jun 2026

Published

16 May 2026

Bid Opening

5 Jun 2026

Download Starts

16 May 2026

Download Ends

5 Jun 2026

Submission Starts

16 May 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 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Laying and Jointing PVC Pipe. Heading
1.01	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m and lead upto 30 m. transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 as per technical specification clause 301.5 cartage up to 03 km	-	Nos	239	-
1.02	Construction of granular sub-base by providing coarse aggrigate material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at O.M.C and compacting with vibratory roller to achieve the desired density for Grading 1 as per PWD Specification	-	Nos	2,340	-
1.03	Providing, laying, spreading and compacting stone aggregates of 53.22 4 mm sizes to water bound macadam G-3 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 80-100 KN in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density for Grading 3 as per MORD Specification.	-	Nos	3,150	-
2.03	Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @400 kg per cum, coarse and fine aggregate conforming 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 contractionn, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel	-	Nos	8,113	-
3.03	Supply and laying NP- 3 hume pipe 350 mm	-	Nos	1,622.6	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

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 • 0.43 MB

Work Item Documents

BOQ_2150882.xls

BOQ • 0.24 MB

Ready to Participate?

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Company

S S CONSTRUCTION

L1₹19.7 LAccepted-AOC

401 DARA GANG PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211001

MAA VINDHYAVASHINI ENTERPRISES

L2₹19.7 L+₹589.81 (0.03%)Rejected-Finance

IDEAL PLACEMENT

L3₹20.0 L+₹30,473.53 (1.55%)Rejected-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Laying and Jointing PVC Pipe. Heading
1.01	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m and lead upto 30 m. transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 as per technical specification clause 301.5 cartage up to 03 km	-	Nos	239	-
1.02	Construction of granular sub-base by providing coarse aggrigate material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at O.M.C and compacting with vibratory roller to achieve the desired density for Grading 1 as per PWD Specification	-	Nos	2,340	-
1.03	Providing, laying, spreading and compacting stone aggregates of 53.22 4 mm sizes to water bound macadam G-3 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 80-100 KN in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density for Grading 3 as per MORD Specification.	-	Nos	3,150	-
2.03	Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @400 kg per cum, coarse and fine aggregate conforming 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 contractionn, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel	-	Nos	8,113	-
3.03	Supply and laying NP- 3 hume pipe 350 mm	-	Nos	1,622.6	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Laying and Jointing PVC Pipe. Heading

1.01

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m and lead upto 30 m. transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 as per technical specification clause 301.5 cartage up to 03 km

Nos

239

1.02

Construction of granular sub-base by providing coarse aggrigate material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at O.M.C and compacting with vibratory roller to achieve the desired density for Grading 1 as per PWD Specification

Nos

2,340

1.03

Providing, laying, spreading and compacting stone aggregates of 53.22 4 mm sizes to water bound macadam G-3 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 80-100 KN in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density for Grading 3 as per MORD Specification.

Nos

3,150

2.03

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @400 kg per cum, coarse and fine aggregate conforming 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 contractionn, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel

Nos

8,113

3.03

Supply and laying NP- 3 hume pipe 350 mm

Nos

1,622.6