Rajasthan

Technical Eval

Works

Civil Works

CONSTRUCTION WORK OF NALA-NALI AND CROSS AT CHANDERIYA SCHEME MUNICIPAL AREA CHITTORGARH

DLB

Chittorgarh, Rajasthan

Amount: ₹40 LCloses: 8 Apr 2026Closed

Timeline

Published3 Apr 2026
Closed8 Apr 2026
Technical Evaluation23 Apr 2026
Award—

Bids

2 Bids23 Apr 2026

#	Company	Status
1	ASHISH CRUSHER Accepted-Technical	Accepted-Technical ACCEPTED IN THE TECHANICAL QUALIFIED BY THE COMMITTEE
2	Satya Narayan Kumawat, Manpura Accepted-Technical	Accepted-Technical ACCEPTED IN THE TECHANICAL QUALIFIED BY THE COMMITTEE

Tender Value

₹40 L

EMD Value

₹80,000

Closing Date

8 Apr 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

COMMISSIONER MUNICIPAL COUNCIL CHITTORGARH

Address

MUNICIPAL COUNCIL CHITTORGARH

Work Description

NIT NO. 13 S.NO. 01

Tender Information

Tender ID

2026_DLB_549870_1

Reference Number

NIRMAN/2025-26/11295-99 DATED 05.03.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

180 days

Location

CHITTORGARH

Source Website

Subscribe to view

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredVALID REG,EMD,TENDER FEE,PROCESSING FEE,PAN,GST,EPF,ESI,REG AND OTHER REQU. TENDER DOCUMENT (.pdf)

Finance

RequiredFINANCIAL BID DOCUMENT (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

500 COMM. MC CHITTORGARH 500 MD RISL JAIPUR

EMD Fee Amount

₹80,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

23 Apr 2026

Published

3 Apr 2026

Bid Opening

9 Apr 2026

Download Starts

3 Apr 2026

Download Ends

8 Apr 2026

Submission Starts

3 Apr 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 (18 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
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.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m	-	P.Cum	-	-
2	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size)	-	P.Cum	-	-
3	Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand	-	P.Cum	-	-
4	Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantileve	-	P.Sqm	-	-
5	Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete.Hot rolled deformed bars	-	P.Kg	-	-
6	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)	-	P.Cum	-	-
7	Brick work with FPS bricks of class designation 75 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)	-	P.Cum	-	-
8	Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as requiredIn gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.	-	P.Kg	-	-
9	Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar	-	P.Sqm	-	-
10	Providing and laying damp-proof course with cement concrete grade M-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . including Providing/mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 50mm thick.	-	P.Sqm	-	-

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

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.92 MB

Work Item Documents

BOQ_980214.xls

BOQ • 0.33 MB

TERMSANDCONDITION.pdf

Tender Documents • 3.82 MB

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Company

ASHISH CRUSHER

Accepted-Technical

Satya Narayan Kumawat, Manpura

Accepted-Technical

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

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. Depth upto 1.5 m

P.Cum

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size)

P.Cum

Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand

P.Cum

Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantileve

P.Sqm

Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete.Hot rolled deformed bars

P.Kg

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

P.Cum

Brick work with FPS bricks of class designation 75 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

P.Cum

Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as requiredIn gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

P.Kg

Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar

P.Sqm

Providing and laying damp-proof course with cement concrete grade M-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . including Providing/mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 50mm thick.

P.Sqm