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Works

Civil Works

Under District Ambedkarnagar, Construction Work Of The Road From Village Kanaspur To Alanpur Road, Lot No 1

Director Cum Chief Engineer RED

Ambedkarnagar | Ayodhya, Uttar Pradesh

Amount: ₹61.9 LCloses: 24 Sept 20262d left

Timeline

Published17 Sept 2026
Pre-Bid Meeting21 Sept 2026
Closes24 Sept 2026
Bid Opening24 Sept 2026

Tender Value

₹61.9 L

EMD Value

₹1.2 L

Closing Date

24 Sept 2026, 12:00 pm2d left

Tender Inviting Organisation

Name

SE RED AYODHYA CIRCLE

Address

SE RED AYODHYA CIRCLE, BADA RAMANA, REEDGANJ, AYODHYA

Work Description

Under District Ambedkarnagar, Construction Work Of The Road From Village Kanaspur To Alanpur Road, Lot No 1

Tender Information

Tender ID

2026_REDUP_1186720_1

Reference Number

1891/SE RED Ayodhya/Ambedkarnagar/26-27 Dt 08/09/2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

180 days

Location

Ambedkarnagar

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 Technical Documents (.pdf)

Finance

RequiredFinancial Documents(BoQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,354

EMD Fee Amount

₹1.2 L

Pre-Bid Meeting

Meeting Place

SE RED AYODHYA CIRCLE

Important Dates

Last Activity

17 Sept 2026

Published

17 Sept 2026

Bid Opening

24 Sept 2026

Download Starts

17 Sept 2026

Download Ends

24 Sept 2026

Submission Starts

17 Sept 2026

Pre-Bid Meeting

21 Sept 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

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 (20 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Work	-	-	-	-
-	Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pit not exceeding 1/2 metre (20'') in depth and earthwork in embankment to be 20 cm (8'') layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The earth form cutting to be used in making embankment or to be desposited on spoil banks withen 30 m. (100 ft.) distance as directed by the Engineer-in-charge As per S.I. No 253	2,045.66	cum	104.5	₹2,13,771.47
-	E/w in exavation in foundation in ordinary soil including lead up to 50m and lift up to 1.50m cartage of one km. as per S.I.N0 251.	136.8	cum	118.75	₹16,245
-	C.C. in 1:6:12 with cement, fine sand and 40 mm gauge brick ballast including all materials, labour and T&P etc complete. As per S.I. No 275.	22.8	cum	3,752.5	₹85,557
-	M150 class B/W in 1:4 with cement & coarse sand of fineness modulus 1.25 in foundation & up to plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. As per S.I.No. 305(b)	64.4	cum	5,120.5	₹3,29,760.2
-	R.C.C. top cover of drain in 1:2:4 with cement, coarse sand and 20 mm dala stone grit including all matierals, labour and T&P etc complete. As per S.I. No 283.	37.43	cum	7,885	₹2,95,135.55
-	M.S.or iron work in plain work such as R.B or R.C.C. work inc.all complete.As per S.I.No. 504.	58.77	qtl	7,125	₹4,18,736.25
-	12 mm thick plaster in single coat in 1:3 cement and coarse sand mortar septic tank wall inc. all complete. As per S.I.No 583	275.8	sqm	180.5	₹49,781.9
-	2.5 cm. thick damp proof course with cement and approved coarse sand 1:2 with and including water proofing materials as ordered by engineer -in -charge in the proportion as specified by the manufacturers,including supply of all materials ,labour and T&P etc.as si no 360	299.44	sqm	332.5	₹99,563.8
-	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.	45.54	cum	3,192.89	₹1,45,404.21

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 • 2.75 MB

Work Item Documents

BOQ_2233838.xls

BOQ • 0.31 MB

T2_Ambedkarnagar.pdf

Tender Documents • 3.72 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Work

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pit not exceeding 1/2 metre (20'') in depth and earthwork in embankment to be 20 cm (8'') layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The earth form cutting to be used in making embankment or to be desposited on spoil banks withen 30 m. (100 ft.) distance as directed by the Engineer-in-charge As per S.I. No 253

2,045.66

cum

104.5

₹2,13,771.47

E/w in exavation in foundation in ordinary soil including lead up to 50m and lift up to 1.50m cartage of one km. as per S.I.N0 251.

136.8

cum

118.75

₹16,245

C.C. in 1:6:12 with cement, fine sand and 40 mm gauge brick ballast including all materials, labour and T&P etc complete. As per S.I. No 275.

22.8

cum

3,752.5

₹85,557

M150 class B/W in 1:4 with cement & coarse sand of fineness modulus 1.25 in foundation & up to plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. As per S.I.No. 305(b)

64.4

cum

5,120.5

₹3,29,760.2

R.C.C. top cover of drain in 1:2:4 with cement, coarse sand and 20 mm dala stone grit including all matierals, labour and T&P etc complete. As per S.I. No 283.

37.43

cum

7,885

₹2,95,135.55

M.S.or iron work in plain work such as R.B or R.C.C. work inc.all complete.As per S.I.No. 504.

58.77

qtl

7,125

₹4,18,736.25

12 mm thick plaster in single coat in 1:3 cement and coarse sand mortar septic tank wall inc. all complete. As per S.I.No 583

275.8

sqm

180.5

₹49,781.9

2.5 cm. thick damp proof course with cement and approved coarse sand 1:2 with and including water proofing materials as ordered by engineer -in -charge in the proportion as specified by the manufacturers,including supply of all materials ,labour and T&P etc.as si no 360

299.44

sqm

332.5

₹99,563.8

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.

45.54

cum

3,192.89

₹1,45,404.21