Tender ID

Technical Eval

Works

Civil Works

Block Amauli Ke Gram Sarahanbuzurge Majre Chheddu Ka Dera Me Mukhya Marge Se Gauri Mata Mandir Tak CC Road Nirman.

Director Cum Chief Engineer RED

Fatehpur, Uttar Pradesh

Amount: ₹11.6 LCloses: 15 Oct 2026Closed

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Timeline

Published9 Oct 2026
Closed15 Oct 2026
Technical Evaluation3 Nov 2026
Award—

Bids

2 Bids3 Nov 2026

#	Company	Status
1	M/S J. P. CONTRACTOR Accepted-Technical MATHURAPUR MATHURAPUR ALAMPUR ALAMPUR ALAMPUR FATEHPUR UTTAR PRADESH 212659 \| FATEHPUR \| UTTAR PRADESH \| 212659	Accepted-Technical Accept
2	M/S VIPUL CONSTRUCTION Accepted-Technical	Accepted-Technical Accept

Tender Value

₹11.6 L

EMD Value

₹24,000

Closing Date

15 Oct 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

EE RED FATEHPUR

Address

VIKAS BHAWAN FATEHPUR

Work Description

Block Amauli Ke Gram Sarahanbuzurge Majre Chheddu Ka Dera Me Mukhya Marge Se Gauri Mata Mandir Tak CC Road Nirman.

Tender Information

Tender ID

2026_REDUP_1194582_4

Reference Number

889/RED/E-Tender/2026-27 Date 11-09-2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

90 days

Location

FATEHPUR

Source Website

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Eligibility / Pre-Qualification

prefired nit

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredNIT (.pdf)

RequiredBID (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹765

EMD Fee Amount

₹24,000

Pre-Bid Meeting

Meeting Place

VIKAS BHAWAN FATEHPUR

Important Dates

Last Activity

3 Nov 2026

Published

9 Oct 2026

Bid Opening

16 Oct 2026

Download Starts

9 Oct 2026

Download Ends

15 Oct 2026

Submission Starts

9 Oct 2026

Pre-Bid Meeting

12 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 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth Work in Excavation of foundation of abutments as per drawing and technical specification including setting out, construction of shoring and bracing , removal of stumps and other deleterious matter, dressing of sides and botton and backfilling with approved material	41.58	cum	90.38	₹3,758.13
2	Construction of Embankment with material obtained from borrow pits for local earthen construction of embankment with approved material obtained from abailable land and permitted and approved by engineer incharge and as per technical specification cluase 301.3.4.1 with lead up to 1000m, spreading, gradding to required slope and copecting to meat reuirment of talbes 300.1 and 300.2 as per tech classification 301.5. cartage 2 km	285	cum	225.48	₹64,262.51
3	Providing and laying of 1:6:12 CC in foundation and base in cement sand and Brick ballast 40 mm gauge including all required complete for proper completion of work as per S.I. no 273	10.4	cum	3,439	₹35,748.41
4	M1 150 class in foundation with 1:4 cement and coarse sand mortar including all complete of work. Item no. 305A	22.82	cum	5,139.5	₹1,17,262.83
5	Construction of granular sub-base by providing coarse graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieved the desired density, complete as per clause 401	66.5	cum	2,811.47	₹1,86,962.86
6	Construction of un-reinforced, plain cement concrete pavement thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS:383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer compacted using needle, screed and plate vibrators, curing of concrete slabs for 14-days curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification MORD clause 1500.4	99.75	sqm	7,118	₹7,10,020.55
7	2.50 cm thick PCC work with 1:2:4 with cement, coarse sand & 20 mm stone grit including all material labour etc complete as per SI No. 601A	89.5	sqm	278.35	₹24,912.33
8	12mm thick plaster in 1:4 cement & sand morter all complete as per S.I. No. 13.11	4.2	sqm	162.45	₹682.29
9	RCC work in slab with 1:1.5:3 with cement, coarse sand & 20 mm stone grit including all material labour etc complete SI no 284	0.84	cum	8,217.5	₹6,902.7
10	P/L of MS work in slab as reinforcement including all material TNP etc complete SI No 504	0.66	qtl	5,842.5	₹3,856.05

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Evaluation

tech_eval.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.57 MB

Tendernotice_2.pdf

PDF • 0.77 MB

Work Item Documents

BOQ_2255361.xls

BOQ • 0.25 MB

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Company

M/S J. P. CONTRACTOR

Accepted-Technical

MATHURAPUR MATHURAPUR ALAMPUR ALAMPUR ALAMPUR FATEHPUR UTTAR PRADESH 212659 | FATEHPUR | UTTAR PRADESH | 212659

M/S VIPUL CONSTRUCTION

Accepted-Technical

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth Work in Excavation of foundation of abutments as per drawing and technical specification including setting out, construction of shoring and bracing , removal of stumps and other deleterious matter, dressing of sides and botton and backfilling with approved material

41.58

cum

90.38

₹3,758.13

Construction of Embankment with material obtained from borrow pits for local earthen construction of embankment with approved material obtained from abailable land and permitted and approved by engineer incharge and as per technical specification cluase 301.3.4.1 with lead up to 1000m, spreading, gradding to required slope and copecting to meat reuirment of talbes 300.1 and 300.2 as per tech classification 301.5. cartage 2 km

285

cum

225.48

₹64,262.51

Providing and laying of 1:6:12 CC in foundation and base in cement sand and Brick ballast 40 mm gauge including all required complete for proper completion of work as per S.I. no 273

10.4

cum

3,439

₹35,748.41

M1 150 class in foundation with 1:4 cement and coarse sand mortar including all complete of work. Item no. 305A

22.82

cum

5,139.5

₹1,17,262.83

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

66.5

cum

2,811.47

₹1,86,962.86

Construction of un-reinforced, plain cement concrete pavement thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS:383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer compacted using needle, screed and plate vibrators, curing of concrete slabs for 14-days curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification MORD clause 1500.4

99.75

sqm

7,118

₹7,10,020.55

2.50 cm thick PCC work with 1:2:4 with cement, coarse sand & 20 mm stone grit including all material labour etc complete as per SI No. 601A

89.5

sqm

278.35

₹24,912.33

12mm thick plaster in 1:4 cement & sand morter all complete as per S.I. No. 13.11

4.2

sqm

162.45

₹682.29

RCC work in slab with 1:1.5:3 with cement, coarse sand & 20 mm stone grit including all material labour etc complete SI no 284

0.84

cum

8,217.5

₹6,902.7

P/L of MS work in slab as reinforcement including all material TNP etc complete SI No 504

0.66

qtl

5,842.5

₹3,856.05