Financial BO

Works

Civil Works

(LINE 02) SEHKARI GANNA VIKAS SAMITI LTD BILARI KE PARISAR ME UTTAR DISHA ME AVSHESH BOUNDRY WALL, C.C. KARYE EVAM DRAIN NIRMAN KARYE.

Cane Development and Sugar Industry UP

BILARI (MORADABAD) | Moradabad, Uttar Pradesh

Amount: ₹16.5 LCloses: 30 Mar 2026Closed

Timeline

Published24 Mar 2026
Closed30 Mar 2026
Technical Evaluation16 Apr 2026
Financial Evaluation17 Apr 2026
Award—

Bids

Percentage

3 Bids17 Apr 2026

#	Company	Quoted %	Amount	Rank	Status
1	SHABABUL HASAN L1₹16.5 LAdmitted-Finance	-0.20%	₹16.5 L	L1	Admitted-Finance
2	M/s Mansoor Ahmad Contractor Rejected-Technical	-	-	-	Rejected-Technical DISQUALIFIED
3	savez alam Rejected-Technical	-	-	-	Rejected-Technical DISQUALIFIED

Tender Value

₹16.5 L

EMD Value

₹1.7 L

Closing Date

30 Mar 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

SACHIV, SEHKARI GANNA VIKAS SAMITI, BILARI

Address

SEHKARI GANNA VIKAS SAMITI, BILARI (DISTRICT MORADABAD)

Work Description

SEHKARI GANNA VIKAS SAMITI LTD BILARI KE PARISAR ME UTTAR DISHA ME AVSHESH BOUNDRY WALL, C.C. KARYE EVAM DRAIN NIRMAN KARYE.

Tender Information

Tender ID

2026_CDSI_1129696_2

Reference Number

1436/C/NIRMAN Date 23.03.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

60 days

Location

BILARI (MORADABAD)

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredFEES, EMD AND TECHNICAL BID DOCUMENTS (.pdf)

Finance

RequiredBILL OF QUANTITY (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,680

Tender Fee Payable To

SACHIV, SEHKARI GANNA VIKAS SAMITI, BILARI

EMD Fee Amount

₹1.7 L

Pre-Bid Meeting

Meeting Place

DCO OFFICE MORADABAD

Important Dates

Last Activity

17 Apr 2026

Published

24 Mar 2026

Bid Opening

30 Mar 2026

Download Starts

24 Mar 2026

Download Ends

30 Mar 2026

Submission Starts

24 Mar 2026

Pre-Bid Meeting

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
1Boundary wall
2Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
3Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors.
4R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) in lighter beams i.e. having spans upto 6 m. excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than (M-20)
5Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the
6As in item 3 above but in R.C.C. columns in 1:1.5:3 having strength not less than [1 cement :1.5 coarse sand :3 stone aggregate] M-20
7Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of
8As in item 3 above but in R.C.C. Work in footing / foundation and footing with approved stone ballast.(Using 1:1.5:3 Mix concrete) [1 cement :1.5 coarse sand :3 stone aggregate] M-20
9TMT Fe-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
10M-150 brick work in 1:6 (one cement and four coarse sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

techsummary_2107351.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

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 • 1.95 MB

Work Item Documents

T1_CANE.pdf

Tender Documents • 1.14 MB

BOQ_2107351.xls

BOQ • 0.28 MB

Ready to Participate?

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Company

SHABABUL HASAN

L1₹16.5 LAdmitted-Finance

M/s Mansoor Ahmad Contractor

Rejected-Technical

savez alam

Rejected-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Boundary wall
2Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
3Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors.
4R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) in lighter beams i.e. having spans upto 6 m. excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than (M-20)
5Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the
6As in item 3 above but in R.C.C. columns in 1:1.5:3 having strength not less than [1 cement :1.5 coarse sand :3 stone aggregate] M-20
7Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of
8As in item 3 above but in R.C.C. Work in footing / foundation and footing with approved stone ballast.(Using 1:1.5:3 Mix concrete) [1 cement :1.5 coarse sand :3 stone aggregate] M-20
9TMT Fe-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
10M-150 brick work in 1:6 (one cement and four coarse sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Boundary wall

2Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.

3Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors.

4R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) in lighter beams i.e. having spans upto 6 m. excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than (M-20)

5Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the

6As in item 3 above but in R.C.C. columns in 1:1.5:3 having strength not less than [1 cement :1.5 coarse sand :3 stone aggregate] M-20

7Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of

8As in item 3 above but in R.C.C. Work in footing / foundation and footing with approved stone ballast.(Using 1:1.5:3 Mix concrete) [1 cement :1.5 coarse sand :3 stone aggregate] M-20

9TMT Fe-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.

10M-150 brick work in 1:6 (one cement and four coarse sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work.