Tender ID

Rajasthan

Technical Eval

Works

Civil Works

Sports Facility at AU Jodhpur

Agriculture University Jodhpur

Jodhpur, Rajasthan

Amount: ₹86.0 LCloses: 4 Apr 2026Closed

Timeline

Published26 Mar 2026
Closed4 Apr 2026
Technical Evaluation10 Apr 2026
Award—

Bids

3 Bids10 Apr 2026

#	Company	Status
1	JSK INFRA TECH PVT LTD Accepted-Technical	Accepted-Technical None Responsive
2	RPS MERTIA CONSTRUCTION PRIVATE LIMITED Accepted-Technical	Accepted-Technical Non Responsive
3	MAA ASHAPURA ASSOCIATES Not Admitted-Fee/PreQual/Technical	Not Admitted-Fee/PreQual/Technical No EMD or Fee received

Corrigenda

Corrigendum

1 updatesLatest on 1 Apr 2026

Tender Value

₹86.0 L

EMD Value

₹1.7 L

Closing Date

4 Apr 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Estate Officer AU Jodhpur

Address

Estate Office AU Jodhpur

Work Description

Sports Facility at AU Jodhpur

Tender Information

Tender ID

2026_AGUJD_548600_1

Reference Number

EO/NIT-40/2025-26

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

180 days

Location

Jodhpur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredRegistration of firm (.pdf)

RequiredGST Registration of firm (.pdf)

RequiredPF Registration of firm (.pdf)

RequiredAnnexure A-D (.pdf)

RequiredDeclaratin as per NIT on firm letter pad (.pdf)

RequiredScan copy of DD (.pdf)

Finance

RequiredSchedule G BOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,500

Tender Fee Payable To

1500_MDRISL_JAIPUR_1500_Estateofficer_Jodhpur

EMD Fee Amount

₹1.7 L

Important Dates

Last Activity

10 Apr 2026

Published

26 Mar 2026

Bid Opening

6 Apr 2026

Download Starts

26 Mar 2026

Download Ends

4 Apr 2026

Submission Starts

26 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 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Part A: Construciton of Football Ground and athiletic Track 400 m of 8 lane
2Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil
3Supply & stacking good earth at site complete including loading unloading & transportation etc Good soil of earth
4Spreading of manure , good earth in required thickness (cost of manure and good earth to be separately )
5Providing 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
6Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905.
7Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
8Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3
9Compacting soil at optimum moisture content with power road roller including watering soil at O.M.C., charges of T & P, cost of water and finishing of formation to required camber and grade etc. complete in layers not exceeding 15 cm. compacted thickness of :95% proctor density.
10Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300-1 and 300-2 for embankment construction as per MoRTH Specification Clause 305.3.4

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 • 0.56 MB

Work Item Documents

tender40.pdf

Tender Documents • 6.37 MB

Annexures.pdf

Corrigendum Documents

CCF_000009.pdf

PDF • 0.31 MB

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Company

JSK INFRA TECH PVT LTD

Accepted-Technical

RPS MERTIA CONSTRUCTION PRIVATE LIMITED

Accepted-Technical

MAA ASHAPURA ASSOCIATES

Not Admitted-Fee/PreQual/Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Part A: Construciton of Football Ground and athiletic Track 400 m of 8 lane
2Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil
3Supply & stacking good earth at site complete including loading unloading & transportation etc Good soil of earth
4Spreading of manure , good earth in required thickness (cost of manure and good earth to be separately )
5Providing 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
6Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905.
7Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
8Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3
9Compacting soil at optimum moisture content with power road roller including watering soil at O.M.C., charges of T & P, cost of water and finishing of formation to required camber and grade etc. complete in layers not exceeding 15 cm. compacted thickness of :95% proctor density.
10Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300-1 and 300-2 for embankment construction as per MoRTH Specification Clause 305.3.4

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Part A: Construciton of Football Ground and athiletic Track 400 m of 8 lane

2Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil

3Supply & stacking good earth at site complete including loading unloading & transportation etc Good soil of earth

4Spreading of manure , good earth in required thickness (cost of manure and good earth to be separately )

5Providing 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

6Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905.

7Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

8Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3

9Compacting soil at optimum moisture content with power road roller including watering soil at O.M.C., charges of T & P, cost of water and finishing of formation to required camber and grade etc. complete in layers not exceeding 15 cm. compacted thickness of :95% proctor density.

10Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300-1 and 300-2 for embankment construction as per MoRTH Specification Clause 305.3.4