Tender ID

Technical Eval

Works

Civil Works - Roads

Construction Work of Nali and C.C. Road from Babban Nai House to Sakir Ali House in Motipur Ward No.-01 at Nagar Panchayat Mihinpurwa.

Directorate of Local Bodies UP

MIHINPURWA BAHRAICH | Bahraich, Uttar Pradesh

Amount: ₹11.0 LCloses: 13 Mar 2024Closed

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Timeline

Published21 Feb 2024
Closed13 Mar 2024
Technical Evaluation9 May 2025
Award—

Bids

4 Bids9 May 2025

#	Company	Status
1	M/S RAJ KUMAR CONTRACTOR Rejected-Technical GRAM PADRI TARA BAHRAICH	Rejected-Technical REJECT
2	M/S SHIVANSH TRADERS (PROP. GUDIYA DEVI) Rejected-Technical	Rejected-Technical REJECT
3	Mithilesh Kumari Rejected-Technical	Rejected-Technical REJECT
4	PUSHPA ENTERPRISES Rejected-Technical	Rejected-Technical REJECT

Tender Value

₹11.0 L

EMD Value

₹21,960

Closing Date

13 Mar 2024, 2:00 pmClosed

Tender Inviting Organisation

Name

EXECUTIVE OFFICER

Address

NAGAR PANCHAYAT MIHINPURWA BAHRAICH

Work Description

Construction Work of Nali and C.C. Road from Babban Nai House to Sakir Ali House in Motipur Ward No.-01 at Nagar Panchayat Mihinpurwa.

Tender Information

Tender ID

2024_DOLBU_901574_11

Reference Number

77/PDDUANPY/NPMihi/2023-24 Dated 17-02-2024

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

90 days

Location

MIHINPURWA BAHRAICH

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredEMD FEES AND TECHNICAL BID (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,800

Tender Fee Payable To

EXECUTIVE OFFICER

EMD Fee Amount

₹21,960

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

9 May 2025

Published

21 Feb 2024

Bid Opening

13 Mar 2024

Download Starts

21 Feb 2024

Download Ends

13 Mar 2024

Submission Starts

21 Feb 2024

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
1	E/W in filling or cutting in ordinary soil 1.5m lift & 50m lead including cartage 5km distance all complete.	144	Cum	307.39	₹44,264.16
2	E/W in excavation in foundation ordinary soil 1.5m lift & 50m. lead including all complete. S.I. No. 251	28.8	Cum	147.5	₹4,248
3	P/L C.C. 1:5:10 cement fine sand mortar & 40mm gauge brick ballast as directed by E/I. S.I. No. 274	9.6	Cum	5,074	₹48,710.4
4	First class B/W in 1:4 cement & coarse sand mortar in foundation & plinth etc. completed as directed by E/I. S.I. No. 305(b)	32	Cum	7,080	₹2,26,560
5	12mm thick plaster with cement mortar in 1:4 cement and fine sand etc. all complete as per S.I.No. 584	96	Sqm	241.9	₹23,222.4
6	Granular Sub-base with well Graded Material (Table400.1)-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.	31.2	Cum	5,428	₹1,69,353.6
7	Cement Concrete Pavement - Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days including Trimixing by floating method & adding hardener in required quantity and depth upto 5 cm complete as per directions of Engineer-In-charge to meet Tenchinal specifications.	39	Cum	11,564	₹4,50,996
8	P/L of C.C. in 1:2:4 cement & coarse sand mortar & appd. Stone grit etc. all comp as directed by E/I. S.I. No. 279(b)	2.8	Cum	10,738	₹30,066.4
9	R.C.C. slab in 1:2:4 cement, coarse sand & appd. Stone grit all comp. as directed by E/I. S.I. No. 284	5.4	Cum	11,800	₹63,720
10	M/S or iron plain for R.C.C. work etc. all comp. S.I. No. 504	4.24	Qtl.	7,257	₹30,769.68

Stage Documents

Stage Summary Snapshot

stage.html

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Technical Evaluation

tech_eval.pdf

PDF

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

Tender Document • 1.73 MB

BOQ Documents

BOQ_1552601.xls

BOQ • 0.28 MB

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Company

M/S RAJ KUMAR CONTRACTOR

Rejected-Technical

GRAM PADRI TARA BAHRAICH

M/S SHIVANSH TRADERS (PROP. GUDIYA DEVI)

Rejected-Technical

Mithilesh Kumari

Rejected-Technical

PUSHPA ENTERPRISES

Rejected-Technical

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

E/W in filling or cutting in ordinary soil 1.5m lift & 50m lead including cartage 5km distance all complete.

144

Cum

307.39

₹44,264.16

E/W in excavation in foundation ordinary soil 1.5m lift & 50m. lead including all complete. S.I. No. 251

28.8

Cum

147.5

₹4,248

P/L C.C. 1:5:10 cement fine sand mortar & 40mm gauge brick ballast as directed by E/I. S.I. No. 274

9.6

Cum

5,074

₹48,710.4

First class B/W in 1:4 cement & coarse sand mortar in foundation & plinth etc. completed as directed by E/I. S.I. No. 305(b)

Cum

7,080

₹2,26,560

12mm thick plaster with cement mortar in 1:4 cement and fine sand etc. all complete as per S.I.No. 584

Sqm

241.9

₹23,222.4

Granular Sub-base with well Graded Material (Table400.1)-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.

31.2

Cum

5,428

₹1,69,353.6

Cement Concrete Pavement - Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days including Trimixing by floating method & adding hardener in required quantity and depth upto 5 cm complete as per directions of Engineer-In-charge to meet Tenchinal specifications.

Cum

11,564

₹4,50,996

P/L of C.C. in 1:2:4 cement & coarse sand mortar & appd. Stone grit etc. all comp as directed by E/I. S.I. No. 279(b)

2.8

Cum

10,738

₹30,066.4

R.C.C. slab in 1:2:4 cement, coarse sand & appd. Stone grit all comp. as directed by E/I. S.I. No. 284

5.4

Cum

11,800

₹63,720

M/S or iron plain for R.C.C. work etc. all comp. S.I. No. 504

4.24

Qtl.

7,257

₹30,769.68