Financial BO

Works

Construction Works

Lohamandi Zone, Room No. 18 Roof repair and beautification work for the Ambedkar Bhawan located at Namak ki Mandi.

Directorate of Local Bodies UP

Agra, Uttar Pradesh

Amount: ₹8.4 LCloses: 28 Mar 2026Closed

Timeline

Published23 Mar 2026
Closed28 Mar 2026
Financial Evaluation28 Mar 2026
Award—

Bids

Percentage

2 Bids28 Mar 2026

#	Company	Quoted %	Amount	Rank	Status
1	SHAURYA CONSTRUCTION L1₹8.3 LAdmitted-Finance	-1.99%	₹8.3 L	L1	Admitted-Finance
2	MS SHIVA CONSTRUCTION L2₹8.3 L+₹1,939.41 (0.23%)Admitted-Finance	-1.76%	₹8.3 L+₹1,939.41 (0.23%)	L2	Admitted-Finance

Tender Value

₹8.4 L

EMD Value

₹84,322

Closing Date

28 Mar 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

Chief Engineer

Address

NAGAR NIGAM AGRA

Work Description

Lohamandi Zone, Room No. 18 Roof repair and beautification work for the Ambedkar Bhawan located at Namak ki Mandi.

Tender Information

Tender ID

2026_DOLBU_1128738_1

Reference Number

20-03-2026/NAGAR NIGAM AGRA/27-03-2026/22

Tender Type

Open Tender

Product Category

Construction Works

Form of Contract

Percentage

Period of Work

90 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

RequiredFEES AND TENDER DOCUMENTS (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹590

Tender Fee Payable To

Nagar Nigam

EMD Fee Amount

₹84,322

Important Dates

Last Activity

28 Mar 2026

Published

23 Mar 2026

Bid Opening

28 Mar 2026

Download Starts

23 Mar 2026

Download Ends

28 Mar 2026

Submission Starts

23 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 (Loam, Cley or sand) including, lift up to 1.50 M and lead up to 30 M 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 up to a distance of 30 M form the foundation trenches. (SI No. 251)
2Providing and laying cement concrete in 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work in foundation and floors. (DSR SN-4.1.10)
3R.C.C. work Providing and laying in position specified grade of R.C.C. Raft foundation, including the cost of centering, shuttering, finishing and excluding reinforcement. All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) (Chapter 5 S.I. No. 5.1.4)
4Renforced cement concrete work in beams, suspended floors, roofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth, level up to floor five level, including cost of centering, shuttering, Finishing and Reinforceement with 1:1½:3 {1 cement : 1½ coarse sand (zone-III): 3 graded stone}
5Mild Steel or iron in plain work such as reinforced concrete or reinforced brick work (When not included in and an overall rates) brought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage bend hooks and authorized over lapping shall be measured up to floor two level. (10 mm to 12mm tor (TMT Bars).
6Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand)
712mm thick cement plaster in single coat of fair side of single of half brick wall for interior plastering up to floor two level including internal rounded angles chamfers and rounded angles not excluding 80mm in girth and finished even and smooth. No extra for mixing any additive. (c) 1 cement : 4 Coarse sand. (Chapter No. 13 S.I. No.-582(ii))
81:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources)
9Finishing walls putty approved brand and manufacture and of required shade and undecorated wall surface to give and even shade over and including curing and cost of all materials. (New Item)
10Finishing walls with exterior emulsion paint (Apex) of approved brand and manufactured and of required shade and undecorated wall surface to give even shade over @ 1.25 Ltr/10sqm including one coat of primer applied @ 0.75Ltr./10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 4.91 MB

Work Item Documents

BOQ_2105721.xls

BOQ • 0.25 MB

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Company

SHAURYA CONSTRUCTION

L1₹8.3 LAdmitted-Finance

MS SHIVA CONSTRUCTION

L2₹8.3 L+₹1,939.41 (0.23%)Admitted-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundation in ordinary Soil (Loam, Cley or sand) including, lift up to 1.50 M and lead up to 30 M 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 up to a distance of 30 M form the foundation trenches. (SI No. 251)
2Providing and laying cement concrete in 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work in foundation and floors. (DSR SN-4.1.10)
3R.C.C. work Providing and laying in position specified grade of R.C.C. Raft foundation, including the cost of centering, shuttering, finishing and excluding reinforcement. All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) (Chapter 5 S.I. No. 5.1.4)
4Renforced cement concrete work in beams, suspended floors, roofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth, level up to floor five level, including cost of centering, shuttering, Finishing and Reinforceement with 1:1½:3 {1 cement : 1½ coarse sand (zone-III): 3 graded stone}
5Mild Steel or iron in plain work such as reinforced concrete or reinforced brick work (When not included in and an overall rates) brought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage bend hooks and authorized over lapping shall be measured up to floor two level. (10 mm to 12mm tor (TMT Bars).
6Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand)
712mm thick cement plaster in single coat of fair side of single of half brick wall for interior plastering up to floor two level including internal rounded angles chamfers and rounded angles not excluding 80mm in girth and finished even and smooth. No extra for mixing any additive. (c) 1 cement : 4 Coarse sand. (Chapter No. 13 S.I. No.-582(ii))
81:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources)
9Finishing walls putty approved brand and manufacture and of required shade and undecorated wall surface to give and even shade over and including curing and cost of all materials. (New Item)
10Finishing walls with exterior emulsion paint (Apex) of approved brand and manufactured and of required shade and undecorated wall surface to give even shade over @ 1.25 Ltr/10sqm including one coat of primer applied @ 0.75Ltr./10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation in foundation in ordinary Soil (Loam, Cley or sand) including, lift up to 1.50 M and lead up to 30 M 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 up to a distance of 30 M form the foundation trenches. (SI No. 251)

2Providing and laying cement concrete in 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work in foundation and floors. (DSR SN-4.1.10)

3R.C.C. work Providing and laying in position specified grade of R.C.C. Raft foundation, including the cost of centering, shuttering, finishing and excluding reinforcement. All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) (Chapter 5 S.I. No. 5.1.4)

4Renforced cement concrete work in beams, suspended floors, roofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth, level up to floor five level, including cost of centering, shuttering, Finishing and Reinforceement with 1:1½:3 {1 cement : 1½ coarse sand (zone-III): 3 graded stone}

5Mild Steel or iron in plain work such as reinforced concrete or reinforced brick work (When not included in and an overall rates) brought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage bend hooks and authorized over lapping shall be measured up to floor two level. (10 mm to 12mm tor (TMT Bars).

6Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand)

712mm thick cement plaster in single coat of fair side of single of half brick wall for interior plastering up to floor two level including internal rounded angles chamfers and rounded angles not excluding 80mm in girth and finished even and smooth. No extra for mixing any additive. (c) 1 cement : 4 Coarse sand. (Chapter No. 13 S.I. No.-582(ii))

81:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources)

9Finishing walls putty approved brand and manufacture and of required shade and undecorated wall surface to give and even shade over and including curing and cost of all materials. (New Item)

10Finishing walls with exterior emulsion paint (Apex) of approved brand and manufactured and of required shade and undecorated wall surface to give even shade over @ 1.25 Ltr/10sqm including one coat of primer applied @ 0.75Ltr./10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat.