Rajasthan

To Be Opened

Works

Civil Works

E NIT 03/2026-27 WORK NO 44

DLB

NP TODA | Tonk, Rajasthan

Amount: ₹19.9 LCloses: 27 Apr 202623 Apr 2026Closed

Timeline

Published14 Apr 2026
Closed27 Apr 202623 Apr 2026
Bid Opening29 Apr 202627 Apr 2026

Corrigenda

Corrigendum

1 updatesLatest on 22 Apr 2026Submission Ends:23 Apr 202627 Apr 2026

Date changes

Download Ends23 Apr 202627 Apr 2026Submission Ends23 Apr 202627 Apr 2026Bid Opening27 Apr 202629 Apr 2026

Tender Value

₹19.9 L

EMD Value

₹39,820

Closing Date

27 Apr 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Address

NP TODA

Work Description

E NIT 03/2026-27 WORK NO 44

Tender Information

Tender ID

2026_DLB_550873_44

Reference Number

E NIT 03/2026-27 REF NO 39 DATE 06-04-2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Location

NP TODA

Source Website

Subscribe to view

Eligibility / Pre-Qualification

E NIT 03/2026-27 WORK NO 44

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredE NIT 03/2026-27 REF NO 39 DATE 06-04-2026 (.pdf)

Finance

RequiredE NIT 03/2026-27 REF NO 39 DATE 06-04-2026 (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

NP TODA

EMD Fee Amount

₹39,820

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 Apr 2026

Published

14 Apr 2026

Bid Opening

29 Apr 2026

Download Starts

14 Apr 2026

Download Ends

27 Apr 2026

Submission Starts

14 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 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1PART - A BUILDING AND STRUCTURE WORKS
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 Depth upto 1.5 m	-	Cum	-	-
1.02	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size).	1	Cum	-	-
1.03	Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand)	-	Cum	-	-
1.04	Extra for random rubble masonry with hard stone in superstructure above plinth level and upto two stories.	1	Cum	-	-
1.05	Square or rectangular pillars	1	Cum	-	-
1.06	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	-	Sqm	-	-
1.07	Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 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 1:4 (1 cement : 4 fine/ coarse sand)	-	Sqm	-	-
1.08	Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm).	-	Sqm	-	-
1.09	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 required. In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete.	-	Kg	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.97 MB

Work Item Documents

BOQ_982381.xls

BOQ • 0.28 MB

Corrigendum Documents

ENIT03C.pdf

PDF • 0.37 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1PART - A BUILDING AND STRUCTURE WORKS
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 Depth upto 1.5 m	-	Cum	-	-
1.02	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size).	1	Cum	-	-
1.03	Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand)	-	Cum	-	-
1.04	Extra for random rubble masonry with hard stone in superstructure above plinth level and upto two stories.	1	Cum	-	-
1.05	Square or rectangular pillars	1	Cum	-	-
1.06	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	-	Sqm	-	-
1.07	Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 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 1:4 (1 cement : 4 fine/ coarse sand)	-	Sqm	-	-
1.08	Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm).	-	Sqm	-	-
1.09	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 required. In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete.	-	Kg	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1PART - A BUILDING AND STRUCTURE WORKS

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 Depth upto 1.5 m

Cum

1.02

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

Cum

1.03

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

Cum

1.04

Extra for random rubble masonry with hard stone in superstructure above plinth level and upto two stories.

Cum

1.05

Square or rectangular pillars

Cum

1.06

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

Sqm

1.07

Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 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 1:4 (1 cement : 4 fine/ coarse sand)

Sqm

1.08

Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm).

Sqm

1.09

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 required. In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete.