Cancelled

Works

Civil Works

Ward number 13 Mohalla Dori Mein Murti Devi Valmiki ke Makan se Agrawal Jewellers Tak rubbermould interlocking tiles dwara Sadak And Nali Nirman Karya

Directorate of Local Bodies UP

Nagar palika parishad khurja | Bulandshahr, Uttar Pradesh

Amount: ₹2.8 LCloses: 23 Jun 2026Closed

Timeline

Published10 Jun 2026
Closed23 Jun 2026
Cancelled15 Jul 2026

Cancellation Details

Cancellation of Tender

559 date 15-07-2026Ward number 13 Mohalla Dori Mein Murti Devi Valmiki ke Makan se Agrawal Jewellers Tak rubbermould interlocking tiles dwara Sadak And Nali Nirman KaryaReason: No Bids receivedDocument: cancelled_1.pdf

Published 15 Jul 2026

Tender Value

₹2.8 L

EMD Value

₹27,800

Closing Date

23 Jun 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Executive Officer

Address

Nagar palika parishad khurja

Work Description

Ward number 13 Mohalla Dori Mein Murti Devi Valmiki ke Makan se Agrawal Jewellers Tak rubbermould interlocking tiles dwara Sadak And Nali Nirman Karya

Tender Information

Tender ID

2026_DOLBU_1158436_1

Reference Number

387 date 08-06-2026 work 03

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

30 days

Location

Nagar palika parishad khurja

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredDocument uploaded as per nit. (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹330

Tender Fee Payable To

Executive Officer

EMD Fee Amount

₹27,800

Important Dates

Last Activity

15 Jul 2026

Published

10 Jun 2026

Bid Opening

24 Jun 2026

Download Starts

10 Jun 2026

Download Ends

23 Jun 2026

Submission Starts

10 Jun 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 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Sub head & detail of work
1.02	Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. Including Royallity Si No. 253 (a). from 5 K M cartage Including Compaction S.I NO-253(A) ,260(a),261(b),261(c)	37.44	m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ)	-	-
1.03	SUPPY & LAYING OF 22.4 to 53 mm Stone ballast mixed with stone dust Consolidated coat is 10 cm as per P.W.D SpecificationB6:B11B6:B13	12.48	m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ)	-	-
1.04	M-150 BRICK WORK IN 1:4 ONE CEMENT & FOUR COARSE SAND OF 2.20 F.M. MORTAR.S.I. 305(A)	13.2	m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ)	-	-
1.05	12 mm Thick plaster with cement and fine sand of 1.25 fineness modules in 1:3 over brick work minimum thickness not to be less than 1cm. Including supply of all materials labour, tools and plants etc. required for proper completion of the work. S.I No.582.	47.84	m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ)	-	-
2	Supply and fixing of 80 mm thick Precast cement concerete I-Shape' Interlocking paver blocks with top layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of O.P. Cement, smooth high gloss finish, skid resistant; manufacture from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 30Mpa (M-30) and weight 5kg per No. confirming to IS: 15658-2006 including cost of material, labour , T & P etc reqired for proper completion of the work as directed by Engineer-in charge. but excluding interlocking cement tiles with the cost of tiles including supply & spreading of sand to required template as necessary required for proper completion of work. GRAY 80%	54.08	m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ)	-	-
3	COLOUR 20%	13.52	m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ)	-	-
4	P.C.C. 1:2:4 with 2 cm gauge stone grit instead of 4 cm. gauge stone ballast .S.I.No.279(a).	3.02	m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ)	-	-
5	R.C.C. 1 : 1.5 : 3 with 2 cm gauge stone grit i/c all complete .S.I.No.283a	0.38	m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ)	-	-
6	M S (TOR steel or plain)in plain work such as R.C.C or R.B work i/c bending full proper shape &supply of steel &its wastage bend, hooks, and authorised overllaping shall be measured and including cost of binding wire. S I NO 504.	0.29	m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ)	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.44 MB

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.91 MB

Work Item Documents

BOQ_2171083.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Sub head & detail of work
1.02	Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. Including Royallity Si No. 253 (a). from 5 K M cartage Including Compaction S.I NO-253(A) ,260(a),261(b),261(c)	37.44	m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ)	-	-
1.03	SUPPY & LAYING OF 22.4 to 53 mm Stone ballast mixed with stone dust Consolidated coat is 10 cm as per P.W.D SpecificationB6:B11B6:B13	12.48	m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ)	-	-
1.04	M-150 BRICK WORK IN 1:4 ONE CEMENT & FOUR COARSE SAND OF 2.20 F.M. MORTAR.S.I. 305(A)	13.2	m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ)	-	-
1.05	12 mm Thick plaster with cement and fine sand of 1.25 fineness modules in 1:3 over brick work minimum thickness not to be less than 1cm. Including supply of all materials labour, tools and plants etc. required for proper completion of the work. S.I No.582.	47.84	m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ)	-	-
2	Supply and fixing of 80 mm thick Precast cement concerete I-Shape' Interlocking paver blocks with top layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of O.P. Cement, smooth high gloss finish, skid resistant; manufacture from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 30Mpa (M-30) and weight 5kg per No. confirming to IS: 15658-2006 including cost of material, labour , T & P etc reqired for proper completion of the work as directed by Engineer-in charge. but excluding interlocking cement tiles with the cost of tiles including supply & spreading of sand to required template as necessary required for proper completion of work. GRAY 80%	54.08	m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ)	-	-
3	COLOUR 20%	13.52	m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ)	-	-
4	P.C.C. 1:2:4 with 2 cm gauge stone grit instead of 4 cm. gauge stone ballast .S.I.No.279(a).	3.02	m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ)	-	-
5	R.C.C. 1 : 1.5 : 3 with 2 cm gauge stone grit i/c all complete .S.I.No.283a	0.38	m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ)	-	-
6	M S (TOR steel or plain)in plain work such as R.C.C or R.B work i/c bending full proper shape &supply of steel &its wastage bend, hooks, and authorised overllaping shall be measured and including cost of binding wire. S I NO 504.	0.29	m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ)	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Sub head & detail of work

1.02

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. Including Royallity Si No. 253 (a). from 5 K M cartage Including Compaction S.I NO-253(A) ,260(a),261(b),261(c)

37.44

m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1.03

SUPPY & LAYING OF 22.4 to 53 mm Stone ballast mixed with stone dust Consolidated coat is 10 cm as per P.W.D SpecificationB6:B11B6:B13

12.48

m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1.04

M-150 BRICK WORK IN 1:4 ONE CEMENT & FOUR COARSE SAND OF 2.20 F.M. MORTAR.S.I. 305(A)

13.2

m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ)

1.05

12 mm Thick plaster with cement and fine sand of 1.25 fineness modules in 1:3 over brick work minimum thickness not to be less than 1cm. Including supply of all materials labour, tools and plants etc. required for proper completion of the work. S.I No.582.

47.84

m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ)

Supply and fixing of 80 mm thick Precast cement concerete I-Shape' Interlocking paver blocks with top layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of O.P. Cement, smooth high gloss finish, skid resistant; manufacture from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 30Mpa (M-30) and weight 5kg per No. confirming to IS: 15658-2006 including cost of material, labour , T & P etc reqired for proper completion of the work as directed by Engineer-in charge. but excluding interlocking cement tiles with the cost of tiles including supply & spreading of sand to required template as necessary required for proper completion of work. GRAY 80%

54.08

m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ)

COLOUR 20%

13.52

m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ)

P.C.C. 1:2:4 with 2 cm gauge stone grit instead of 4 cm. gauge stone ballast .S.I.No.279(a).

3.02

m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ)

R.C.C. 1 : 1.5 : 3 with 2 cm gauge stone grit i/c all complete .S.I.No.283a

0.38

m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ)

M S (TOR steel or plain)in plain work such as R.C.C or R.B work i/c bending full proper shape &supply of steel &its wastage bend, hooks, and authorised overllaping shall be measured and including cost of binding wire. S I NO 504.

0.29

m3@(mailto:m3@塹ᴻ䡿ⲯ嶂藄挧ꮥ)