Rajasthan

Technical Eval

Works

Civil Works

WORK63-ENIB26

DLB

Municipal Council Sikar | Sikar, Rajasthan

Amount: ₹42.2 LCloses: 14 Aug 202612 Aug 2026Closed

Timeline

Published9 Aug 2026
Closed14 Aug 2026
Technical Evaluation17 Aug 2026
Award—

Bids

4 Bids17 Aug 2026

#	Company	Status
1	Ashutosh Builders Accepted-Technical	Accepted-Technical Responsive
2	M/s D M CONSTRUCTION COMPANY Accepted-Technical	Accepted-Technical Respnsive
3	CHOUDHARY CONSTRUCTION COMPANY Not Admitted-Fee/PreQual/Technical 21 A MALVIYA NAGAR AIR FORCE AREA JODHPUR RAJASTHAN 342001 \| JODHPUR \| RAJASTHAN \| 342001	Not Admitted-Fee/PreQual/Technical No EMD or Fee received
4	M/s Bhagwati Construction Company Not Admitted-Fee/PreQual/Technical HOUSE NO 8 589 BEHIND PHC HOSPITAL OLD BUS STAND KORBA KORBA CHHATTISGARH 495678 \| 495678	Not Admitted-Fee/PreQual/Technical No EMD or Fee received

Corrigenda

Corrigendum

1 updatesLatest on 11 Aug 2026Submission Ends:12 Aug 202614 Aug 2026

Date changes

Download Ends12 Aug 202614 Aug 2026Submission Ends12 Aug 202614 Aug 2026Bid Opening13 Aug 202614 Aug 2026

Tender Value

₹42.2 L

EMD Value

₹84,460

Closing Date

14 Aug 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Commissioner

Address

Municipal Council Sikar

Work Description

SUPPLY AND FIXING INTERLOCKING WORK BACK SIDE OF BALAJI TEMPLE IN W.NO 36

Tender Information

Tender ID

2026_DLB_584940_50

Reference Number

ENIB26/2026-27/Urgent

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

90 days

Location

Municipal Council Sikar

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredTechnical Doc (.pdf)

Finance

RequiredFinancial Doc (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

Commissiner, MDRISL

EMD Fee Amount

₹84,460

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Aug 2026

Published

9 Aug 2026

Bid Opening

14 Aug 2026

Download Starts

9 Aug 2026

Download Ends

14 Aug 2026

Submission Starts

9 Aug 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 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SUPPLY AND FIXING INTERLOCKING WORK BACK SIDE OF BALAJI TEMPLE IN W.NO 36
1.01	Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. In all type of soil	-	P.cum	235.5	-
2.01	Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth up to 1 Km	-	P.cum	185.54	-
3.01	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 a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.	-	p.cum	3,070	-
4.01	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)	-	p.cum	5,510	-
5.01	Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement.80MM THICK	-	p.sqm	792	-

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

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 • 2.40 MB

Tendernotice_2.pdf

PDF • 0.90 MB

Work Item Documents

BOQ_1039573.xls

BOQ • 0.33 MB

Tbid.pdf

Tender Documents • 1.60 MB

Corrigendum Documents

CorriTime.pdf

PDF • 0.38 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Company

Ashutosh Builders

Accepted-Technical

M/s D M CONSTRUCTION COMPANY

Accepted-Technical

CHOUDHARY CONSTRUCTION COMPANY

Not Admitted-Fee/PreQual/Technical

21 A MALVIYA NAGAR AIR FORCE AREA JODHPUR RAJASTHAN 342001 | JODHPUR | RAJASTHAN | 342001

M/s Bhagwati Construction Company

Not Admitted-Fee/PreQual/Technical

HOUSE NO 8 589 BEHIND PHC HOSPITAL OLD BUS STAND KORBA KORBA CHHATTISGARH 495678 | 495678

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SUPPLY AND FIXING INTERLOCKING WORK BACK SIDE OF BALAJI TEMPLE IN W.NO 36
1.01	Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. In all type of soil	-	P.cum	235.5	-
2.01	Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth up to 1 Km	-	P.cum	185.54	-
3.01	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 a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.	-	p.cum	3,070	-
4.01	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)	-	p.cum	5,510	-
5.01	Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement.80MM THICK	-	p.sqm	792	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1SUPPLY AND FIXING INTERLOCKING WORK BACK SIDE OF BALAJI TEMPLE IN W.NO 36

1.01

Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. In all type of soil

P.cum

235.5

2.01

Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth up to 1 Km

P.cum

185.54

3.01

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 a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.

p.cum

3,070

4.01

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

p.cum

5,510

5.01

Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement.80MM THICK

p.sqm

792