Tender ID

Rajasthan

Technical Eval

Works

Civil Works - Roads

ROAD 01

DLB

MB SHRI DUNGARGARH | Bikaner, Rajasthan

Amount: ₹50.0 LCloses: 10 Apr 2026Closed

Timeline

Published7 Apr 2026
Closed10 Apr 2026
Technical Evaluation17 Apr 2026
Award—

Bids

3 Bids17 Apr 2026

#	Company	Status
1	JAI BALAJI CONSTRUCTION COMPANY Accepted-Technical	Accepted-Technical ok
2	M/S KISHORE CONSTRUCTION COMPANY Accepted-Technical	Accepted-Technical ok
3	M/S SHEKHAWATI CONSTRUCTION COMPANY Accepted-Technical	Accepted-Technical ok

Tender Value

₹50.0 L

EMD Value

₹99,952

Closing Date

10 Apr 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Address

MB SHRI DUNGARGARH

Work Description

ROAD 01

Tender Information

Tender ID

2026_DLB_549145_1

Reference Number

5735 DATE 27-03-2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Location

MB SHRI DUNGARGARH

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredFee/PreQual/Technical (.pdf)

Finance

RequiredFinance (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

EO/MD RISL

EMD Fee Amount

₹99,952

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Apr 2026

Published

7 Apr 2026

Bid Opening

13 Apr 2026

Download Starts

7 Apr 2026

Download Ends

10 Apr 2026

Submission Starts

7 Apr 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 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Dismantling of cement concrete pavement for sewer line and manholes by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres including allowances for any additional dismantling beyond the drawings (measurement for payment to be as per standard drawings), re handling of material/earth to complete the task.
1.01	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. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.	-	cum	-	-
1.02	Carriage of material by mechanical transport including loading and unloading and stacking earth for 1 km.	-	cum	-	-
1.03	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 manually, 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.	-	cum	-	-
1.04	Providing and laying un-reinforced, 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 etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20	-	cum	-	-
2.01	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. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.	-	cum	-	-
3.01	Carriage of material by mechanical transport including loading and unloading and stacking earth for 1 km.	-	cum	-	-
4.01	Supplying and fixing stone lintels/Bed plates of approved quarry rough dressed in cement mortar 1:4 up to 15 cm thick .(PWD BSR ITEM NO. 6.17.1)	-	cum	-	-
5.01	Brick work in C.M 1:5 mix including all labour charges etc completeProviding and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).	-	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

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

PDF • 1.11 MB

Work Item Documents

BOQ_978999.xls

BOQ • 0.29 MB

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Company

JAI BALAJI CONSTRUCTION COMPANY

Accepted-Technical

M/S KISHORE CONSTRUCTION COMPANY

Accepted-Technical

M/S SHEKHAWATI CONSTRUCTION COMPANY

Accepted-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Dismantling of cement concrete pavement for sewer line and manholes by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres including allowances for any additional dismantling beyond the drawings (measurement for payment to be as per standard drawings), re handling of material/earth to complete the task.
1.01	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. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.	-	cum	-	-
1.02	Carriage of material by mechanical transport including loading and unloading and stacking earth for 1 km.	-	cum	-	-
1.03	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 manually, 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.	-	cum	-	-
1.04	Providing and laying un-reinforced, 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 etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20	-	cum	-	-
2.01	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. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.	-	cum	-	-
3.01	Carriage of material by mechanical transport including loading and unloading and stacking earth for 1 km.	-	cum	-	-
4.01	Supplying and fixing stone lintels/Bed plates of approved quarry rough dressed in cement mortar 1:4 up to 15 cm thick .(PWD BSR ITEM NO. 6.17.1)	-	cum	-	-
5.01	Brick work in C.M 1:5 mix including all labour charges etc completeProviding and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Dismantling of cement concrete pavement for sewer line and manholes by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres including allowances for any additional dismantling beyond the drawings (measurement for payment to be as per standard drawings), re handling of material/earth to complete the task.

1.01

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. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.

cum

1.02

Carriage of material by mechanical transport including loading and unloading and stacking earth for 1 km.

cum

1.03

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 manually, 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.

cum

1.04

Providing and laying un-reinforced, 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 etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20

cum

2.01

cum

3.01

Carriage of material by mechanical transport including loading and unloading and stacking earth for 1 km.

cum

4.01

Supplying and fixing stone lintels/Bed plates of approved quarry rough dressed in cement mortar 1:4 up to 15 cm thick .(PWD BSR ITEM NO. 6.17.1)

cum

5.01

Brick work in C.M 1:5 mix including all labour charges etc completeProviding and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).

cum