Financial BO

Works

Civil Works

(LINE 01) SEHKARI GANNA VIKAS SAMITI LTD BILARI ME CHAUDHARY CHARAN SINGH MURTI KE SAAMNE INTERLOCKING TILES KA KARYE.

Cane Development and Sugar Industry UP

BILARI (MORADABAD) | Moradabad, Uttar Pradesh

Amount: ₹9.9 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₹9.9 LAdmitted-Finance	-0.20%	₹9.9 L	L1	Admitted-Finance
2	M/s Mansoor Ahmad Contractor L2₹9.9 L+₹993.04 (0.10%)Admitted-Finance	-0.10%	₹9.9 L+₹993.04 (0.10%)	L2	Admitted-Finance
3	savez alam Rejected-Technical	-	-	-	Rejected-Technical DISQUALIFIED

Tender Value

₹9.9 L

EMD Value

₹1 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 ME CHAUDHARY CHARAN SINGH MURTI KE SAAMNE INTERLOCKING TILES KA KARYE.

Tender Information

Tender ID

2026_CDSI_1129696_1

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

₹1,090

Tender Fee Payable To

SACHIV, SEHKARI GANNA VIKAS SAMITI, BILARI

EMD Fee Amount

₹1 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
1Earth work in filling with ordinary soil with approved material up to 100 meter lead , laying in cm thick compacted layers, breaking clods, dressing to required lines, curves , grade & section, watering and compaction to meet requirements as per MORD Specification .
2Providing & laying granular sub-base by well graded material grade-I, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC,and compacted with smooth wheel roller to achieve the desired density,complete as per Technical Soecification clause 401 of MORD [Sr No 4.1]
3P/laying of cement concrete (1:4:8) in cement, coarse sand and 40mm gauge stone ballast at site
4M-150 class brick work 1:4 in cement and coarse sand mortor.
54 cm thick damp proof cement concrete (1:2:4) in cement, coarse sand and 20mm gauge stone ballast at site
6S/Laying of 80mm thick precast cement concrete I-shape Interlocking pane blocks with to layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of O.P. cement ,smooth high gloss finish, skid resistant manufactured from ruber moulds thriugh vibro-compression mechanisam, the compressive strength of concrete paver block shall not be less than 30Mpa(M-30)and weight 5kg per nos.confiming to IS15658-2006 I/c cost material,with ablanket layer of 4.00 Cm thick fine sand labour,T&P and Vat ctc required for proper completion of the work.Si no-N.Item.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

techsummary_2107339.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_2107339.xls

BOQ • 0.24 MB

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Company

SHABABUL HASAN

L1₹9.9 LAdmitted-Finance

M/s Mansoor Ahmad Contractor

L2₹9.9 L+₹993.04 (0.10%)Admitted-Finance

savez alam

Rejected-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in filling with ordinary soil with approved material up to 100 meter lead , laying in cm thick compacted layers, breaking clods, dressing to required lines, curves , grade & section, watering and compaction to meet requirements as per MORD Specification .
2Providing & laying granular sub-base by well graded material grade-I, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC,and compacted with smooth wheel roller to achieve the desired density,complete as per Technical Soecification clause 401 of MORD [Sr No 4.1]
3P/laying of cement concrete (1:4:8) in cement, coarse sand and 40mm gauge stone ballast at site
4M-150 class brick work 1:4 in cement and coarse sand mortor.
54 cm thick damp proof cement concrete (1:2:4) in cement, coarse sand and 20mm gauge stone ballast at site
6S/Laying of 80mm thick precast cement concrete I-shape Interlocking pane blocks with to layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of O.P. cement ,smooth high gloss finish, skid resistant manufactured from ruber moulds thriugh vibro-compression mechanisam, the compressive strength of concrete paver block shall not be less than 30Mpa(M-30)and weight 5kg per nos.confiming to IS15658-2006 I/c cost material,with ablanket layer of 4.00 Cm thick fine sand labour,T&P and Vat ctc required for proper completion of the work.Si no-N.Item.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in filling with ordinary soil with approved material up to 100 meter lead , laying in cm thick compacted layers, breaking clods, dressing to required lines, curves , grade & section, watering and compaction to meet requirements as per MORD Specification .

2Providing & laying granular sub-base by well graded material grade-I, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC,and compacted with smooth wheel roller to achieve the desired density,complete as per Technical Soecification clause 401 of MORD [Sr No 4.1]

3P/laying of cement concrete (1:4:8) in cement, coarse sand and 40mm gauge stone ballast at site

4M-150 class brick work 1:4 in cement and coarse sand mortor.

54 cm thick damp proof cement concrete (1:2:4) in cement, coarse sand and 20mm gauge stone ballast at site

6S/Laying of 80mm thick precast cement concrete I-shape Interlocking pane blocks with to layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of O.P. cement ,smooth high gloss finish, skid resistant manufactured from ruber moulds thriugh vibro-compression mechanisam, the compressive strength of concrete paver block shall not be less than 30Mpa(M-30)and weight 5kg per nos.confiming to IS15658-2006 I/c cost material,with ablanket layer of 4.00 Cm thick fine sand labour,T&P and Vat ctc required for proper completion of the work.Si no-N.Item.