Rajasthan

Financial Eval

Works

Civil Works

construction of cc road repair in various place ward no 18 to 35

DLB

NAGAR PALIKA AREA | Jaipur, Rajasthan

Amount: ₹24.9 LCloses: 8 Aug 2026Closed

Timeline

Published4 Aug 2026
Closed8 Aug 2026
Technical Evaluation11 Aug 2026
Financial Evaluation11 Aug 2026
Award—

Bids

Percentage

3 Bids11 Aug 2026

#	Company	Amount	Rank	Status
1	SHREE DEV CONSTRUCTION COMPANY L-1₹25.0 LAccepted-Finance	₹25.0 L	L-1	Accepted-Finance ok
2	M/s Yadav And Company Not Admitted-Fee/PreQual/Technical	-	-	Not Admitted-Fee/PreQual/Technical No EMD or Fee received
3	SUCH KASANA CONSTRUCTION COMPANY Not Admitted-Fee/PreQual/Technical	-	-	Not Admitted-Fee/PreQual/Technical No EMD or Fee received

Tender Value

₹24.9 L

EMD Value

₹49,900

Closing Date

8 Aug 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

EXECUTIVE OFFICER

Address

nagar palika manoharpur

Work Description

construction of cc road repair in various place ward no 18 to 35

Tender Information

Tender ID

2026_DLB_581368_3

Reference Number

CIVIL-NIT-09/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

365 days

Location

NAGAR PALIKA AREA

Source Website

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Eligibility / Pre-Qualification

please refer to tender documents

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredCIVIL-NIT-09/2026-27 (.pdf)

Finance

RequiredCIVIL-NIT-09/2026-27 (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

EXECUTIVE OFFICER NAGAR PALIKA, MDRISL

EMD Fee Amount

₹49,900

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

11 Aug 2026

Published

4 Aug 2026

Bid Opening

10 Aug 2026

Download Starts

4 Aug 2026

Download Ends

8 Aug 2026

Submission Starts

4 Aug 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 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Laying and Jointing PVC Pipe. Heading
1.01	Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.Cement Concrete Grade M-15 and above and PCC blocks lead 5 km	-	CUM	678	-
1.02	Centring and shuttering with plywood or steel sheet upto two stories or height upto 3.5 metre above plinth level including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete.	-	SQM	236	-
1.03	Providing and laying lean cement concrete 1:4:8 in Sub- base over aprepared sub-grade with coarse and fine aggregate conforming toIS: 383, the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 15:1, aggregate gradationafter blending to be as per table 600-1, cement content not to beless than 150 kg/ cum, optimum moisture content to be determinedduring trial length construction, concrete strength not to be less than10 Mpa at 7 days, mixed in a batching plant, transported to site, laidmanualy, compacting with surface vibrator, finishing and curingcomplete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenanceof diversion. cum	-	CUM	2,955	-
1.04	Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20	-	CUM	5,790	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

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 • 2.01 MB

Work Item Documents

BOQ_1033562.xls

BOQ • 0.31 MB

Ready to Participate?

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Company

SHREE DEV CONSTRUCTION COMPANY

L-1₹25.0 LAccepted-Finance

M/s Yadav And Company

Not Admitted-Fee/PreQual/Technical

SUCH KASANA CONSTRUCTION COMPANY

Not Admitted-Fee/PreQual/Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Laying and Jointing PVC Pipe. Heading
1.01	Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.Cement Concrete Grade M-15 and above and PCC blocks lead 5 km	-	CUM	678	-
1.02	Centring and shuttering with plywood or steel sheet upto two stories or height upto 3.5 metre above plinth level including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete.	-	SQM	236	-
1.03	Providing and laying lean cement concrete 1:4:8 in Sub- base over aprepared sub-grade with coarse and fine aggregate conforming toIS: 383, the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 15:1, aggregate gradationafter blending to be as per table 600-1, cement content not to beless than 150 kg/ cum, optimum moisture content to be determinedduring trial length construction, concrete strength not to be less than10 Mpa at 7 days, mixed in a batching plant, transported to site, laidmanualy, compacting with surface vibrator, finishing and curingcomplete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenanceof diversion. cum	-	CUM	2,955	-
1.04	Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20	-	CUM	5,790	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Laying and Jointing PVC Pipe. Heading

1.01

Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.Cement Concrete Grade M-15 and above and PCC blocks lead 5 km

CUM

678

1.02

Centring and shuttering with plywood or steel sheet upto two stories or height upto 3.5 metre above plinth level including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete.

SQM

236

1.03

Providing and laying lean cement concrete 1:4:8 in Sub- base over aprepared sub-grade with coarse and fine aggregate conforming toIS: 383, the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 15:1, aggregate gradationafter blending to be as per table 600-1, cement content not to beless than 150 kg/ cum, optimum moisture content to be determinedduring trial length construction, concrete strength not to be less than10 Mpa at 7 days, mixed in a batching plant, transported to site, laidmanualy, compacting with surface vibrator, finishing and curingcomplete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenanceof diversion. cum

CUM

2,955

1.04

Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20

CUM

5,790