Rajasthan

Financial BO

Works

Civil Works

CONSTRUCTION OF DRAIN FROM MAWA WALI DUKAAN TO THE MAIN BAZAAR TIRAHA (ON THE LEFT SIDE) ON NAGAR NIGAM ROAD IN WARD NO. 93 OF SANGANER ZONE. (NEW WARD - 51)

DLB

Jaipur, Rajasthan

Amount: ₹97.2 LCloses: 24 Feb 202621 Feb 2026Closed

Timeline

Published12 Feb 2026
Closed24 Feb 2026
Technical Evaluation27 Feb 2026
Financial Evaluation27 Feb 2026
Award—

Bids

Percentage

1 Bid27 Feb 2026

#	Company	Quoted %	Amount	Rank	Status
1	RAJ STEELS L1₹83.7 LAdmitted-Finance PLOT NO 191 MAHAVEER NAGAR II DURGAPURA MAHARANI FARM JAIPUR RAJASTHAN 302014 \| 302014	-13.88%	₹83.7 L	L1	Admitted-Finance

Corrigenda

Corrigendum

1 updatesLatest on 20 Feb 2026Submission Ends:21 Feb 202624 Feb 2026

Date changes

Download Ends21 Feb 202624 Feb 2026Submission Ends21 Feb 202624 Feb 2026Bid Opening23 Feb 202625 Feb 2026

Tender Value

₹97.2 L

EMD Value

₹1.9 L

Closing Date

24 Feb 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER SANGANER ZONE

Address

JAIPUR NAGAR NIGAM PANDIT DEENDAYAL UPPADHYAY BHAWAN LALKOTHI TONK ROAD JAIPUR

Work Description

CONSTRUCTION OF DRAIN FROM MAWA WALI DUKAAN TO THE MAIN BAZAAR TIRAHA (ON THE LEFT SIDE) ON NAGAR NIGAM ROAD IN WARD NO. 93 OF SANGANER ZONE. (NEW WARD - 51)

Tender Information

Tender ID

2026_DLB_537506_1

Reference Number

256 EXECUTIVE ENGINEER SANGANER ZONE

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

180 days

Location

JAIPUR

Source Website

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Eligibility / Pre-Qualification

As Per Bid Documents

Documents Required

3 documents required · 3 mandatory

Fee

RequiredSCAN COPY OF ONLINE PAYMENT RECEIPT FOR RISL FEE TENDER FEE AND EARNEST MONEY (.pdf)

PreQual/Technical

RequiredRelated to Tender as Per Mention Terms and Conditions (.pdf)

Finance

RequiredBoQ Document (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,770

Tender Fee Payable To

ONLINE PAY IN JAIPURMC WEBSITE

EMD Fee Amount

₹1.9 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

27 Feb 2026

Published

12 Feb 2026

Bid Opening

25 Feb 2026

Download Starts

12 Feb 2026

Download Ends

24 Feb 2026

Submission Starts

12 Feb 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 (18 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	(2.4.2) Dismantling of existing structures like culverts, bridges, retainingmalis, CC road and other structure comprising of masonry, cemen 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.Cemen Concrete Grade M-15 and above and PCC blocks	11.2	cum	678	₹7,593.6
2	(2.1) Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer	-	-	-	-
3	(2.10.1) Bituminous courses	98.55	cum	445	₹43,854.75
4	(2.10.2) Granular courses	164.25	cum	310	₹50,917.5
5	(4.10.1.1) Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. n all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m	832.2	cum	229.5	₹1,90,989.9
6	(1.1.3) Carriage of Materials by mechanical transport including loading,unloading and stacking ::Stone,boulders,gravelly material Beyond 5Km upto 10Km.per Km.	1,106.2	cum	335.38	₹3,70,997.36
7	(9.3) Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manualy,compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material,labour, machinery, lighting, guarding and maintenance of diversion.	76.65	cum	2,955	₹2,26,500.75
8	(22.1.2) Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.	4,220	sqm	367	₹15,48,740
9	(23.19.6) Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. for nalla and slab covering	32,990.61	kg	83.3	₹27,48,117.81
10	(12.6) Providing and fixing of reinforced Ferro-Cement drain covers designed for 'AA' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc.	-	-	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 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

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.71 MB

Work Item Documents

eproc256xensnz.pdf

Tender Documents • 4.64 MB

BOQ_957811.xls

BOQ • 0.30 MB

Corrigendum Documents

DATECORRI254-256XENSNZ.pdf

PDF • 0.22 MB

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Company

RAJ STEELS

L1₹83.7 LAdmitted-Finance

PLOT NO 191 MAHAVEER NAGAR II DURGAPURA MAHARANI FARM JAIPUR RAJASTHAN 302014 | 302014

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

(2.4.2) Dismantling of existing structures like culverts, bridges, retainingmalis, CC road and other structure comprising of masonry, cemen 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.Cemen Concrete Grade M-15 and above and PCC blocks

11.2

cum

678

₹7,593.6

(2.1) Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer

(2.10.1) Bituminous courses

98.55

cum

445

₹43,854.75

(2.10.2) Granular courses

164.25

cum

310

₹50,917.5

(4.10.1.1) Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. n all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m

832.2

cum

229.5

₹1,90,989.9

(1.1.3) Carriage of Materials by mechanical transport including loading,unloading and stacking ::Stone,boulders,gravelly material Beyond 5Km upto 10Km.per Km.

1,106.2

cum

335.38

₹3,70,997.36

(9.3) Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manualy,compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material,labour, machinery, lighting, guarding and maintenance of diversion.

76.65

cum

2,955

₹2,26,500.75

(22.1.2) Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

4,220

sqm

367

₹15,48,740

(23.19.6) Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. for nalla and slab covering

32,990.61

83.3

₹27,48,117.81

(12.6) Providing and fixing of reinforced Ferro-Cement drain covers designed for 'AA' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc.