Technical Eval

Works

Civil Works

GIC road se Jankidulare ki Bagiya ki or C.C. Road Nirman

Directorate of Local Bodies UP

Janki Dulare Mandir | Jhansi, Uttar Pradesh

Amount: Refer DocsCloses: 5 May 2026Closed

Timeline

Published30 Apr 2026
Closed5 May 2026
Technical Evaluation7 May 2026
Award—

Bids

3 Bids7 May 2026

#	Company	Status
1	KRISHNA DISTRIBUTORS AND CONTRACTORS Accepted-Technical 498 B SHIVAJI NAGAR JHANSI 498 B SHIVAJI NAGAR JHANSI SHIVAJI NAGAR JHANSI UTTAR PRADESH 284001 \| JHANSI \| UTTAR PRADESH \| 284001	Accepted-Technical Bid sahi pai gai
2	M/S MANVENDRA SINGH THEKEDAR Accepted-Technical	Accepted-Technical Bid sahi pai gai
3	M/s SRI GIRRAJ BUILDER Accepted-Technical	Accepted-Technical Bid sahi pai gai

Tender Value

Refer Docs

EMD Value

₹35,000

Closing Date

5 May 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

EO NPP SAMTHAR

Address

NPP SAMTHAR

Work Description

GIC road se Jankidulare ki Bagiya ki or C.C. Road Nirman

Tender Information

Tender ID

2026_DOLBU_1138156_1

Reference Number

48/nppsamthar/15Th/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

60 days

Location

Janki Dulare Mandir

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredTechnical Bid and Security (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,422

Tender Fee Payable To

EO NPP SAMTHAR

EMD Fee Amount

₹35,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

7 May 2026

Published

30 Apr 2026

Bid Opening

6 May 2026

Download Starts

30 Apr 2026

Download Ends

5 May 2026

Submission Starts

30 Apr 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
1Construction of CC Block Road
1.01	Filling with available earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. (As per DSR-2.38)	607.5	cum	226.65	₹1,37,689.88
1.02	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (As per DSR-2.27)	60.75	cum	1,561.83	₹94,881.17
1.03	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. (As per DSR-16.78.1)	60.75	cum	2,047.39	₹1,24,378.94
1.04	Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. (As per DSR-16.79)	45.56	cum	2,143	₹97,635.08
1.05	Providing & Laying Politheen sheet (125 micron) below C.C.	607.5	Sqm	16	₹9,720
1.06	Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete.. (As per DSR-11.7)	91.13	cum	6,320.98	₹5,76,030.91
1.07	Expension joint & filling bitumen/seltax board with sub mixed etc complete cost of material labour etc complete on 4.50 m distance.	135	Rmt.	75	₹10,125
1.08	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. (As per DSR-2.6)	27	cum	130	₹3,510
1.09	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (As per DSR-2.27)	13.5	cum	1,561.29	₹21,077.42

Stage Documents

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Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

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NIT Documents

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Work Item Documents

BOQ_2125155.xls

BOQ • 0.30 MB

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Company

KRISHNA DISTRIBUTORS AND CONTRACTORS

Accepted-Technical

498 B SHIVAJI NAGAR JHANSI 498 B SHIVAJI NAGAR JHANSI SHIVAJI NAGAR JHANSI UTTAR PRADESH 284001 | JHANSI | UTTAR PRADESH | 284001

M/S MANVENDRA SINGH THEKEDAR

Accepted-Technical

M/s SRI GIRRAJ BUILDER

Accepted-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of CC Block Road
1.01	Filling with available earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. (As per DSR-2.38)	607.5	cum	226.65	₹1,37,689.88
1.02	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (As per DSR-2.27)	60.75	cum	1,561.83	₹94,881.17
1.03	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. (As per DSR-16.78.1)	60.75	cum	2,047.39	₹1,24,378.94
1.04	Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. (As per DSR-16.79)	45.56	cum	2,143	₹97,635.08
1.05	Providing & Laying Politheen sheet (125 micron) below C.C.	607.5	Sqm	16	₹9,720
1.06	Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete.. (As per DSR-11.7)	91.13	cum	6,320.98	₹5,76,030.91
1.07	Expension joint & filling bitumen/seltax board with sub mixed etc complete cost of material labour etc complete on 4.50 m distance.	135	Rmt.	75	₹10,125
1.08	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. (As per DSR-2.6)	27	cum	130	₹3,510
1.09	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (As per DSR-2.27)	13.5	cum	1,561.29	₹21,077.42

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Construction of CC Block Road

1.01

Filling with available earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. (As per DSR-2.38)

607.5

cum

226.65

₹1,37,689.88

1.02

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (As per DSR-2.27)

60.75

cum

1,561.83

₹94,881.17

1.03

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. (As per DSR-16.78.1)

60.75

cum

2,047.39

₹1,24,378.94

1.04

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. (As per DSR-16.79)

45.56

cum

2,143

₹97,635.08

1.05

Providing & Laying Politheen sheet (125 micron) below C.C.

607.5

Sqm

₹9,720

1.06

Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete.. (As per DSR-11.7)

91.13

cum

6,320.98

₹5,76,030.91

1.07

Expension joint & filling bitumen/seltax board with sub mixed etc complete cost of material labour etc complete on 4.50 m distance.

135

Rmt.

₹10,125

1.08

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. (As per DSR-2.6)

cum

130

₹3,510

1.09

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (As per DSR-2.27)

13.5

cum

1,561.29

₹21,077.42