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WARD NO 02 NAYAGANJ SECOND ME KHUDAGANJ -BISALPUR MARG PER KAMLESH BEEJ BHANDAR SE DR ILIYAS KE MAKAN SE HOTE HUE RATIBHAN KE MAKAN TK NALI B INTERLOCKING SADAK KA NIRMAN KARYA

NAGAR PANCHAYAT KHUDAGANJ | Shahjahanpur, Uttar Pradesh

Amount: ₹19.6 LCloses: 23 Oct 20263d left

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Timeline

Published2 Oct 2026
Closes23 Oct 2026
Bid Opening23 Oct 2026

Tender Value

₹19.6 L

EMD Value

₹39,142

Closing Date

23 Oct 2026, 10:30 am3d left

Tender Inviting Organisation

Name

EXCUTIVE OFFICER

Address

NAGAR PANCHAYAT KHUDAGANJ

Work Description

WARD NO 02 NAYAGANJ SECOND ME KHUDAGANJ -BISALPUR MARG PER KAMLESH BEEJ BHANDAR SE DR ILIYAS KE MAKAN SE HOTE HUE RATIBHAN KE MAKAN TK NALI B INTERLOCKING SADAK KA NIRMAN KARYA

Tender Information

Tender ID

2026_DOLBU_1192077_1

Reference Number

134-w5/npk/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

90 days

Location

NAGAR PANCHAYAT KHUDAGANJ

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredFINANCE (.pdf)

Finance

RequiredFINANCE (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,309

Tender Fee Payable To

EXCUTIVE OFFICER

EMD Fee Amount

₹39,142

Important Dates

Last Activity

2 Oct 2026

Published

2 Oct 2026

Bid Opening

23 Oct 2026

Download Starts

2 Oct 2026

Download Ends

23 Oct 2026

Submission Starts

2 Oct 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 (14 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1.01	Dismantling of old damaged B/W including stacking of serviceable material and disposal of unserviceable material with in lead of 60 meaters. As per direction of Engineer-In-Charge....all comp. As Per S.I No-692	8.28	cum	660	₹5,464.8
1.02	Earth work in Excavation in foundation in ordinary soil i\c lift 1.50 & lead 30m & up to 3.00M lift. etc.........all Comp. As per P.W.D.schedule item. NO. 251 without Royalty	8.93	Cum	209	₹1,866.37
1.03	Earth in cutting or embankment in ordinary soil excavation to done from regular pits with cortage 5 km. distance without royality etc....all comp. As Per S.I No-253	91.46	Cum	351.5	₹32,148.19
1.04	P/L cement concreate with 1:6:12 (1 cement, 6 fine sand, 12 brick ballast 40mm nominal size etc.....all comp. As Per S.I No-273 Cross	16.66	cum	3,705	₹61,725.3
1.05	Class-150 brick work with 1:4 cement & coarse sand mortar etc....all comp. As Per S.I No-305	65.86	Cum	5,580	₹3,67,498.8
2	12mm thick Plaster with cement & C- sand mortor in 1:5 including supply of all material labour etc....all comp. As Per S.I No-584(i)	262.8	sqm	217	₹57,027.6
3	Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401	104.52	cum	4,209.5	₹4,39,976.94
4	Providing and laying of factory made 80 mm thick Interlocking cement concrete tiles (30mpa) including 25mm thick compacted bed of fine sand compacting and proper embedding/ laying of Interlocking tiles leveling and dressing of surface to required level and slope, filling joints with fine sand including the cost of material, labour T&P etc.required for proper completion of work as directed by Engineer-in-Charge.SI No-New Item 01	1,045.2	Cum	875	₹9,14,550
5	P/L in cement concrete 4:2:1 with 20mm stone aggregate coarse sand and cement etc.....all comp. As Per S.I No-279(i)	8.41	Cum	8,303	₹69,828.23
6	R.C.C. Work with cement approved coarse sand and 2cm. (3/4") gauge approved stone ballast in proportion of 1:1%:3 for slab works etc....all comp. As Per S.I No-284 (A)	0.81	cum	9,325	₹7,553.25

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.88 MB

Work Item Documents

BOQ_2249581.xls

BOQ • 0.27 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1.01

Dismantling of old damaged B/W including stacking of serviceable material and disposal of unserviceable material with in lead of 60 meaters. As per direction of Engineer-In-Charge....all comp. As Per S.I No-692

8.28

cum

660

₹5,464.8

1.02

Earth work in Excavation in foundation in ordinary soil i\c lift 1.50 & lead 30m & up to 3.00M lift. etc.........all Comp. As per P.W.D.schedule item. NO. 251 without Royalty

8.93

Cum

209

₹1,866.37

1.03

Earth in cutting or embankment in ordinary soil excavation to done from regular pits with cortage 5 km. distance without royality etc....all comp. As Per S.I No-253

91.46

Cum

351.5

₹32,148.19

1.04

P/L cement concreate with 1:6:12 (1 cement, 6 fine sand, 12 brick ballast 40mm nominal size etc.....all comp. As Per S.I No-273 Cross

16.66

cum

3,705

₹61,725.3

1.05

Class-150 brick work with 1:4 cement & coarse sand mortar etc....all comp. As Per S.I No-305

65.86

Cum

5,580

₹3,67,498.8

12mm thick Plaster with cement & C- sand mortor in 1:5 including supply of all material labour etc....all comp. As Per S.I No-584(i)

262.8

sqm

217

₹57,027.6

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401

104.52

cum

4,209.5

₹4,39,976.94

Providing and laying of factory made 80 mm thick Interlocking cement concrete tiles (30mpa) including 25mm thick compacted bed of fine sand compacting and proper embedding/ laying of Interlocking tiles leveling and dressing of surface to required level and slope, filling joints with fine sand including the cost of material, labour T&P etc.required for proper completion of work as directed by Engineer-in-Charge.SI No-New Item 01

1,045.2

Cum

875

₹9,14,550

P/L in cement concrete 4:2:1 with 20mm stone aggregate coarse sand and cement etc.....all comp. As Per S.I No-279(i)

8.41

Cum

8,303

₹69,828.23

R.C.C. Work with cement approved coarse sand and 2cm. (3/4") gauge approved stone ballast in proportion of 1:1%:3 for slab works etc....all comp. As Per S.I No-284 (A)

0.81

cum

9,325

₹7,553.25