Tender ID

To Be Opened

Works

Civil Works

Construction Work of Interlocking Tiles, Drains and CC on the Internal Roads of Block-F and G of Trans Yamuna Yojna Phase-II, Agra in District-Agra Under Infrastructure Fund

U.P. Housing and Development Board

Agra, Uttar Pradesh

Amount: ₹1.1 CrCloses: 9 Apr 2026Closed

Timeline

Published25 Mar 2026
Closed9 Apr 2026
Bid Opening10 Apr 2026

Tender Value

₹1.1 Cr

EMD Value

₹2.2 L

Closing Date

9 Apr 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

SUPERINTENDING ENGINEER

Address

AGRA CIRCLE, U.P. AVAS EVAM VIKAS PARISHAD, OFFICE COMPLEX, SECTOR-13, SIKANDRA YOJNA, AGRA

Work Description

Construction Work of Interlocking Tiles, Drains and CC on the Internal Roads of Block-F and G of Trans Yamuna Yojna Phase-II, Agra in District-Agra Under Infrastructure Fund

Tender Information

Tender ID

2026_UPHDB_1130347_1

Reference Number

S.No.-1/761/UPHDB/D-3/110 DATED 18/03/2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

120 days

Location

AGRA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredTECHNICAL BID (.pdf)

Finance

RequiredFINANCIAL BID (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,310

Tender Fee Payable To

EXECUTIVE ENGINEER, C.D.AGRA-01, U.P.A.V.P., AGRA

EMD Fee Amount

₹2.2 L

Important Dates

Last Activity

25 Mar 2026

Published

25 Mar 2026

Bid Opening

10 Apr 2026

Download Starts

25 Mar 2026

Download Ends

9 Apr 2026

Submission Starts

25 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
1Excavation in foundation in ordinary soil by (loam, clay or sand) including lift upto 1.50m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in-charge upto a distance of 30m from the foundation trenches.
2Providing and laying cement concrete in 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and curing complete, Including cost of form work, in foundation and floors.
3Class-150 (Non Modular) brick work in 1:6 cement and coarse sand mortar foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work.
4Providing and laying cement concrete in 1:2:4 (1 cement: 2 coarse sand :4 gtaded stone aggregate 20mm nominal size) and curing complete, Including cost of form work, in foundation and floors.
512mm cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles, chamfers and rounded angles not exceeding 80mm in girth and finished even and smooth.
6R.C.C. work in 1:1½:3 (1 part cement, 1½ part approved coarse sand & 3 part 20mm gauge approved stone grit) for slabs excluding supply of reinforcement and its bending and including its fixing & binding the same with 24 BWGI binding wire and including necessary centering and shuttering etc with curing complete including cost of form work and also including of all materials labour and T&P etc required to proper completion of the work as per direction of E/I.
7Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
8Construction 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 25mm, aggregated cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be than 150 kg/cum, optimum moisture content to be determined during trail 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
9Construction of un-reinforced, plain cement concrete avement thickness as per disign, 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 aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction, expansion, construction and constructionl joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, curing compund (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501.
10Dismantling R.C.C. Work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-Charge.

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.81 MB

Work Item Documents

TECHNICALBID_INFRA_TYC_1.pdf

Tender Documents • 15.61 MB

BOQ_2108638.xls

BOQ • 0.26 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundation in ordinary soil by (loam, clay or sand) including lift upto 1.50m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in-charge upto a distance of 30m from the foundation trenches.
2Providing and laying cement concrete in 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and curing complete, Including cost of form work, in foundation and floors.
3Class-150 (Non Modular) brick work in 1:6 cement and coarse sand mortar foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work.
4Providing and laying cement concrete in 1:2:4 (1 cement: 2 coarse sand :4 gtaded stone aggregate 20mm nominal size) and curing complete, Including cost of form work, in foundation and floors.
512mm cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles, chamfers and rounded angles not exceeding 80mm in girth and finished even and smooth.
6R.C.C. work in 1:1½:3 (1 part cement, 1½ part approved coarse sand & 3 part 20mm gauge approved stone grit) for slabs excluding supply of reinforcement and its bending and including its fixing & binding the same with 24 BWGI binding wire and including necessary centering and shuttering etc with curing complete including cost of form work and also including of all materials labour and T&P etc required to proper completion of the work as per direction of E/I.
7Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
8Construction 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 25mm, aggregated cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be than 150 kg/cum, optimum moisture content to be determined during trail 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
9Construction of un-reinforced, plain cement concrete avement thickness as per disign, 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 aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction, expansion, construction and constructionl joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, curing compund (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501.
10Dismantling R.C.C. Work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-Charge.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation in foundation in ordinary soil by (loam, clay or sand) including lift upto 1.50m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in-charge upto a distance of 30m from the foundation trenches.

2Providing and laying cement concrete in 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and curing complete, Including cost of form work, in foundation and floors.

3Class-150 (Non Modular) brick work in 1:6 cement and coarse sand mortar foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work.

4Providing and laying cement concrete in 1:2:4 (1 cement: 2 coarse sand :4 gtaded stone aggregate 20mm nominal size) and curing complete, Including cost of form work, in foundation and floors.

512mm cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles, chamfers and rounded angles not exceeding 80mm in girth and finished even and smooth.

6R.C.C. work in 1:1½:3 (1 part cement, 1½ part approved coarse sand & 3 part 20mm gauge approved stone grit) for slabs excluding supply of reinforcement and its bending and including its fixing & binding the same with 24 BWGI binding wire and including necessary centering and shuttering etc with curing complete including cost of form work and also including of all materials labour and T&P etc required to proper completion of the work as per direction of E/I.

7Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more

8Construction 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 25mm, aggregated cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be than 150 kg/cum, optimum moisture content to be determined during trail 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

9Construction of un-reinforced, plain cement concrete avement thickness as per disign, 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 aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction, expansion, construction and constructionl joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, curing compund (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501.

10Dismantling R.C.C. Work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-Charge.