Rajasthan

Financial BO

Works

Civil Works

Construction of Recharge shaft at New Colony

DLB

Jaisalmer, Rajasthan

Amount: ₹9.7 LCloses: 23 Jun 2026Closed

Timeline

Published12 Jun 2026
Closed23 Jun 2026
Technical Evaluation10 Jul 2026
Financial Evaluation10 Jul 2026
Award—

Bids

Percentage

2 Bids10 Jul 2026

#	Company	Quoted %	Amount	Rank	Status
1	INDIA BUILD CONSTRUCTION L1₹7.0 LAdmitted-Finance	-28.00%	₹7.0 L	L1	Admitted-Finance
2	M/s Anand Construction Company L2₹8.1 L+₹1.2 L (16.7%)Admitted-Finance	-15.99%	₹8.1 L+₹1.2 L (16.7%)	L2	Admitted-Finance

Tender Value

₹9.7 L

EMD Value

₹19,300

Closing Date

23 Jun 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Commissioner Municipal Council Jaisalmer

Address

Commissioner Municipal Council Jaisalmer

Work Description

Construction of Recharge shaft at New Colony

Tender Information

Tender ID

2026_DLB_567119_7

Reference Number

Vikas/07/2026-27/974/11.06.26

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

120 days

Location

Jaisalmer

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredScan Copy of EMD, Tender Fee, Tender Processing Fee (.pdf)

RequiredScan Copy of GSTR-3B, Registration, EPF, ESI and Other Document as Per Tender (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

Commissioner Municipal Council Jaisalmer

EMD Fee Amount

₹19,300

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

10 Jul 2026

Published

12 Jun 2026

Bid Opening

24 Jun 2026

Download Starts

12 Jun 2026

Download Ends

23 Jun 2026

Submission Starts

12 Jun 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 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1.01	Earth work in excavation in foundation, trenches etc. ncluding 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. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m	54	Cum	229.5	₹12,393
1.02	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:3:6 (1 Cement : 3 fine/ coarse sand : 6 graded stone aggregate 40 mm nominal size).	1.62	Cum	4,885	₹7,913.7
1.03	Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:4 (1 cement : 4 coarse sand)	27.36	Cum	5,130	₹1,40,356.8
1.04	Fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:4 ( 1cement : 4 coarse sand) with joints finished flush. Red Sand stone size not less than 1350 Cm2, c) 75mm	10.8	Sqm	1,685	₹18,198
1.05	Coarse graded Granular sub-base Material 53 mm to 26 .5mm	18	Cum	530	₹9,540
1.06	Coarse graded Granular sub-base Material 26.5 mm to 4.75 mm	38.1	Cum	572	₹21,793.2
1.07	Coarse graded Granular sub-base Material 9.5 mm to 4.75 mm	7.2	Cum	525	₹3,780
1.08	Coarse sand	10.8	Cum	1,200	₹12,960
1.09	Construction of tube-well from ground levels to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -& II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water). Upto 100 Meter depth Nominal bore 250 mm dia	160	Mtr	2,356	₹3,76,960
1.1	Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/1992) of grade Fe410 of following nominal bore sizes at site of work 250 mm dia	80	Mtr	2,121	₹1,69,680

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 • 1.44 MB

Tendernotice_2.pdf

PDF • 0.28 MB

Work Item Documents

BOQ_1008831.xls

BOQ • 0.32 MB

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Company

INDIA BUILD CONSTRUCTION

L1₹7.0 LAdmitted-Finance

M/s Anand Construction Company

L2₹8.1 L+₹1.2 L (16.7%)Admitted-Finance

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1.01

Earth work in excavation in foundation, trenches etc. ncluding 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. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m

Cum

229.5

₹12,393

1.02

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:3:6 (1 Cement : 3 fine/ coarse sand : 6 graded stone aggregate 40 mm nominal size).

1.62

Cum

4,885

₹7,913.7

1.03

Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:4 (1 cement : 4 coarse sand)

27.36

Cum

5,130

₹1,40,356.8

1.04

Fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:4 ( 1cement : 4 coarse sand) with joints finished flush. Red Sand stone size not less than 1350 Cm2, c) 75mm

10.8

Sqm

1,685

₹18,198

1.05

Coarse graded Granular sub-base Material 53 mm to 26 .5mm

Cum

530

₹9,540

1.06

Coarse graded Granular sub-base Material 26.5 mm to 4.75 mm

38.1

Cum

572

₹21,793.2

1.07

Coarse graded Granular sub-base Material 9.5 mm to 4.75 mm

7.2

Cum

525

₹3,780

1.08

Coarse sand

10.8

Cum

1,200

₹12,960

1.09

Construction of tube-well from ground levels to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -& II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water). Upto 100 Meter depth Nominal bore 250 mm dia

160

Mtr

2,356

₹3,76,960

1.1

Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/1992) of grade Fe410 of following nominal bore sizes at site of work 250 mm dia

Mtr

2,121

₹1,69,680