Rajasthan

Active

Works

Civil Works

WORK NO 12/17

DLB

NP TODA | Tonk, Rajasthan

Amount: ₹6.1 LCloses: 21 Oct 2026

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Timeline

Published12 Oct 2026
Closes21 Oct 2026
Bid Opening22 Oct 2026

Tender Value

₹6.1 L

EMD Value

₹12,260

Closing Date

21 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

Address

NP TODA

Work Description

WORK NO 12/17

Tender Information

Tender ID

2026_DLB_603784_12

Reference Number

E NIT 12/2026-27/REF NO 3101 DATE 08-10-2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Location

NP TODA

Source Website

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Eligibility / Pre-Qualification

WORK NO 12/17

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredTECHNICAL DOCUMENT (.pdf)

Finance

RequiredFinance Document (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Exemption Allowed

Yes

Tender Fee Payable To

NP TODA

EMD Fee Amount

₹12,260

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

12 Oct 2026

Published

12 Oct 2026

Bid Opening

22 Oct 2026

Download Starts

12 Oct 2026

Download Ends

21 Oct 2026

Submission Starts

12 Oct 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 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1PART - A BUILDING AND STRUCTURE WORKS
1.02	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. Hard Rocks 4.2.3.2 Blasting prohibited (considering serviceable material)	300	cum	1,010	₹3,03,000
1.03	Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth	300	cum	161.51	₹48,453
1.04	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.	15	cum	3,070	₹46,050
1.05	Providing and laying un-reinforced, dowel jointed, 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, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.	22.5	cum	6,120	₹1,37,700
2Drain
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.	12.15	cum	229.5	₹2,788.43
2.02	Carriage of Materials by mechanical transport including loading, unloading and stacking ::	12.15	cum	161.51	₹1,962.35
2.03	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).	2.7	cum	4,575	₹12,352.5
2.04	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level	6.9	cum	5,910	₹40,779

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.16 MB

Work Item Documents

BOQ_1070779.xls

BOQ • 0.29 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1PART - A BUILDING AND STRUCTURE WORKS
1.02	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. Hard Rocks 4.2.3.2 Blasting prohibited (considering serviceable material)	300	cum	1,010	₹3,03,000
1.03	Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth	300	cum	161.51	₹48,453
1.04	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.	15	cum	3,070	₹46,050
1.05	Providing and laying un-reinforced, dowel jointed, 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, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.	22.5	cum	6,120	₹1,37,700
2Drain
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.	12.15	cum	229.5	₹2,788.43
2.02	Carriage of Materials by mechanical transport including loading, unloading and stacking ::	12.15	cum	161.51	₹1,962.35
2.03	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).	2.7	cum	4,575	₹12,352.5
2.04	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level	6.9	cum	5,910	₹40,779

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1PART - A BUILDING AND STRUCTURE WORKS

1.02

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. Hard Rocks 4.2.3.2 Blasting prohibited (considering serviceable material)

300

cum

1,010

₹3,03,000

1.03

Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth

300

cum

161.51

₹48,453

1.04

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.

cum

3,070

₹46,050

1.05

Providing and laying un-reinforced, dowel jointed, 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, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.

22.5

cum

6,120

₹1,37,700

2Drain

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.

12.15

cum

229.5

₹2,788.43

2.02

Carriage of Materials by mechanical transport including loading, unloading and stacking ::

12.15

cum

161.51

₹1,962.35

2.03

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).

2.7

cum

4,575

₹12,352.5

2.04

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level

6.9

cum

5,910

₹40,779