Tender ID

Rajasthan

Cancelled

Works

Civil Works

Construction of Singhdwar and other works near Kansua Chouraha

UIT Kota

Kota, Rajasthan

Amount: ₹85.9 LCloses: 23 Mar 2026Closed

Timeline

Published19 Mar 2026
Closed23 Mar 2026
Cancelled27 Mar 2026

Cancellation Details

Cancellation of Tender

cancellation of tendercancellation of tenderReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 27 Mar 2026

Tender Value

₹85.9 L

EMD Value

₹1.7 L

Closing Date

23 Mar 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

KDA KOTA

Work Description

Construction of Singhdwar and other works near Kansua Chouraha

Tender Information

Tender ID

2026_UITKo_547461_1

Reference Number

39/2025-26 (11)

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

120 days

Location

KOTA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredTENDER COST, PROCESSING FEE, EARNEST MONEY AND OTHER REQUIRED TENDER DOCUMENTS (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹3,500

Tender Fee Payable To

Online Through SSO Portal

EMD Fee Amount

₹1.7 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

27 Mar 2026

Published

19 Mar 2026

Bid Opening

24 Mar 2026

Download Starts

19 Mar 2026

Download Ends

23 Mar 2026

Submission Starts

19 Mar 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 (16 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Dismantling of Cement Concrete Pavements as per MoRTH Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
2Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
3Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available : Ordinary rock
4Add extra over item no. 1.8 and 1.9 for every additional lift of 1.5 m or part thereof : In all kind of soils.
5Providing and injection Chlopyrifous Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS : 6313 part-III as amended from time to time and creating a continous chemical barrier under and arround the column pits, wall trenches, basement excavation, top surface of plinth filling, juction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surroundings of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment).
6Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
7Providing and laying in position specified grade of reinforced cement concrete including curing, compaction, finishing with rendering in cement sand mortar 1 : 3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement - All work up to plinth level : 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
8Centering & Shuttering with plywood or steel Sheets including strutting, propping, bracing bothways and removal of formwork for foundations in basements rafts, footings, strap beams bases of columns, etc. upto plinth level.
9Add extra for shuttering in circular work (in respective centering and shuttering items) 20%
10Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.76 MB

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 • 0.44 MB

Work Item Documents

SpecialCondition3911.pdf

Tender Documents • 0.17 MB

BOQ_976115.xls

BOQ • 0.47 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Dismantling of Cement Concrete Pavements as per MoRTH Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
2Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
3Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available : Ordinary rock
4Add extra over item no. 1.8 and 1.9 for every additional lift of 1.5 m or part thereof : In all kind of soils.
5Providing and injection Chlopyrifous Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS : 6313 part-III as amended from time to time and creating a continous chemical barrier under and arround the column pits, wall trenches, basement excavation, top surface of plinth filling, juction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surroundings of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment).
6Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
7Providing and laying in position specified grade of reinforced cement concrete including curing, compaction, finishing with rendering in cement sand mortar 1 : 3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement - All work up to plinth level : 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
8Centering & Shuttering with plywood or steel Sheets including strutting, propping, bracing bothways and removal of formwork for foundations in basements rafts, footings, strap beams bases of columns, etc. upto plinth level.
9Add extra for shuttering in circular work (in respective centering and shuttering items) 20%
10Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Dismantling of Cement Concrete Pavements as per MoRTH Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

2Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils

3Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available : Ordinary rock

4Add extra over item no. 1.8 and 1.9 for every additional lift of 1.5 m or part thereof : In all kind of soils.

5Providing and injection Chlopyrifous Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS : 6313 part-III as amended from time to time and creating a continous chemical barrier under and arround the column pits, wall trenches, basement excavation, top surface of plinth filling, juction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surroundings of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment).

6Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).

7Providing and laying in position specified grade of reinforced cement concrete including curing, compaction, finishing with rendering in cement sand mortar 1 : 3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement - All work up to plinth level : 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

8Centering & Shuttering with plywood or steel Sheets including strutting, propping, bracing bothways and removal of formwork for foundations in basements rafts, footings, strap beams bases of columns, etc. upto plinth level.

9Add extra for shuttering in circular work (in respective centering and shuttering items) 20%

10Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.