Tender ID

To Be Opened

Works

Civil Works - Roads

Construction of cc road worik

Directorate of Local Bodies UP

np naugawan sadat | Amroha, Uttar Pradesh

Amount: ₹19.7 LCloses: 13 Apr 2026Closed

Timeline

Published21 Mar 2026
Closed13 Apr 2026
Bid Opening13 Apr 2026

Tender Value

₹19.7 L

EMD Value

₹2.0 L

Closing Date

13 Apr 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

eo naugawan sadat

Address

np naugawan sadat

Work Description

fareedpur imma par pwd road se dumping ground tak cc road work

Tender Information

Tender ID

2026_DOLBU_1128227_1

Reference Number

07/N.P.N.S/E-TENDER/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

30 days

Location

np naugawan sadat

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

Requiredfee (.pdf)

Requireddownload (.pdf)

Finance

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,360

Tender Fee Payable To

EMD Fee Amount

₹2.0 L

Important Dates

Last Activity

21 Mar 2026

Published

21 Mar 2026

Bid Opening

13 Apr 2026

Download Starts

21 Mar 2026

Download Ends

13 Apr 2026

Submission Starts

21 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 (2 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Laying and Jointing PVC Pipe. Heading
2Construction of sub grade and eartherm shoulders with approved material obtained from borrow pits with all lifts and leads transorting to sites. Spreading, grading to required slope and compacted to meet requirment of table 300.2 with lead upto 1000 m as per technical specification clause 303.1 But Excluding G.S.T
3	Concret with 40mm gauge Stone ballast C/ sand and cement in peroportion 1:4:8 in including supply of all material labour T&P etc. required for proper completion of the work. (S.I No. 279 A)	-	Nos	1	-
4Construction of un-reinforced plain cement concrete pavement, 15 cm thickness as per desing over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 Grade coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceedung 25 mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix desing, laid in approved fixed side frame work (steel channel, laying and fixing of 125 micron thick polythene film, wedhes, steel plates including leveling the framework as per drawing), sprading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continious operation including provision of contraction and expansion, construction joints by providing 12mm thick dura board at the specified spacing, applying debonding strips primer, sealant near approaches to bridge/ culvert and construction joints admixtures as approved, curing of concrete slabs for 14-days and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 But Excluding G.S.T
5S/F of 3'-x2'-0 size black/green marble stone with all metter writing fixied in blick work /plastered by E/I.But Excluding G.S.T
6	18 % GSt	-	Nos	0.29	-

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 • 1.62 MB

Work Item Documents

BOQ_2104231.xls

BOQ • 0.27 MB

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Laying and Jointing PVC Pipe. Heading
2Construction of sub grade and eartherm shoulders with approved material obtained from borrow pits with all lifts and leads transorting to sites. Spreading, grading to required slope and compacted to meet requirment of table 300.2 with lead upto 1000 m as per technical specification clause 303.1 But Excluding G.S.T
3	Concret with 40mm gauge Stone ballast C/ sand and cement in peroportion 1:4:8 in including supply of all material labour T&P etc. required for proper completion of the work. (S.I No. 279 A)	-	Nos	1	-
4Construction of un-reinforced plain cement concrete pavement, 15 cm thickness as per desing over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 Grade coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceedung 25 mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix desing, laid in approved fixed side frame work (steel channel, laying and fixing of 125 micron thick polythene film, wedhes, steel plates including leveling the framework as per drawing), sprading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continious operation including provision of contraction and expansion, construction joints by providing 12mm thick dura board at the specified spacing, applying debonding strips primer, sealant near approaches to bridge/ culvert and construction joints admixtures as approved, curing of concrete slabs for 14-days and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 But Excluding G.S.T
5S/F of 3'-x2'-0 size black/green marble stone with all metter writing fixied in blick work /plastered by E/I.But Excluding G.S.T
6	18 % GSt	-	Nos	0.29	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Laying and Jointing PVC Pipe. Heading

2Construction of sub grade and eartherm shoulders with approved material obtained from borrow pits with all lifts and leads transorting to sites. Spreading, grading to required slope and compacted to meet requirment of table 300.2 with lead upto 1000 m as per technical specification clause 303.1 But Excluding G.S.T

Concret with 40mm gauge Stone ballast C/ sand and cement in peroportion 1:4:8 in including supply of all material labour T&P etc. required for proper completion of the work. (S.I No. 279 A)

Nos

4Construction of un-reinforced plain cement concrete pavement, 15 cm thickness as per desing over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 Grade coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceedung 25 mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix desing, laid in approved fixed side frame work (steel channel, laying and fixing of 125 micron thick polythene film, wedhes, steel plates including leveling the framework as per drawing), sprading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continious operation including provision of contraction and expansion, construction joints by providing 12mm thick dura board at the specified spacing, applying debonding strips primer, sealant near approaches to bridge/ culvert and construction joints admixtures as approved, curing of concrete slabs for 14-days and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 But Excluding G.S.T

5S/F of 3'-x2'-0 size black/green marble stone with all metter writing fixied in blick work /plastered by E/I.But Excluding G.S.T

18 % GSt

Nos

0.29