Tender ID

Maharashtra

Technical Eval

Works

Civil Works

Area development and allied civil work at various places in the campus of Savitribai Phule Pune University.

University Of Pune

campus of SPPU | Pune, Maharashtra

Amount: ₹60.4 LCloses: 6 Apr 2026Closed

Timeline

Published20 Mar 2026
Closed6 Apr 2026
Technical Evaluation13 May 2026
Award—

Bids

15 Bids13 May 2026

#	Company	Status
1	Ajay Shankar Shetty Accepted-Technical GROUND FLOOR SHIVSHANKAR NAGAR WADALA TOOK TERMINAL ROAD S P ROAD WADALA WEST MUMBAI 400 037 \| MUMBAI \| MUMBAI \| MAHARASHTRA \| 400037	Accepted-Technical Qualified as per NIT
2	ANJANI ASSOCIATES Accepted-Technical PLOT NO 17 4TH FLOOR HARIOM EMPIRE MODEL COLONY PUNE 411016 \| PUNE \| PUNE \| MAHARASHTRA \| 411016	Accepted-Technical Qualified as per NIT
3	Chirayu Prakash Mungad Accepted-Technical	Accepted-Technical Qualified as per NIT
4	DHANESH PRAVIN GANDHI Accepted-Technical	Accepted-Technical Qualified as per NIT
5	EKDANT INDUSTRIAL SOLUTIONS Accepted-Technical	Accepted-Technical Qualified as per NIT

Tender Value

₹60.4 L

EMD Value

₹61,000

Closing Date

6 Apr 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Registrar, SPPU

Address

Registrar Office, SPPU

Work Description

Providing excavation Providing and laying Cast in situ/Ready Mix cement concrete in M-10 and trimix work. Providing Plastering work. Providing and applying Painting work. Providing Brick masonry work and paving block work

Tender Information

Tender ID

2026_UOFP_1288374_1

Reference Number

C.A.No.2025-26/SPPU/ ESTATE/EE/CIVIL/11

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

180 days

Location

campus of SPPU

Source Website

Subscribe to view

Eligibility / Pre-Qualification

i)Single similar Building Work/ Building Maintenance or Concrete work done in last 3 financial years(i.e. 22-23, 23-24, 24-25 ii)Avg. annual turnover for last three financial years in all classes of civil Engineering Work (i.e. 22-23, 23-24, 24-25)

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredScanned copy of GST IN Registration Certificate and PAN CARD (.pdf)

RequiredForm I with Building Work/ Building Maintenance work done Completion certificate in last 3 years (.pdf)

RequiredForm II with all Classes of civil engineering work certificate in last 3 financial years (.pdf)

RequiredScanned copy of Notarized Affidavit on Rs 500 Stamp Paper (.pdf)

RequiredPartnership deed / certificate of registration in case of Pvt. Ltd. Company (if applicable) (.pdf)

RequiredDeclaration regarding any Ongoing Disputes / Litigations (if applicable) (.pdf)

Finance

RequiredSchedule of Work (.xls)

Fee & Financial Details

Tender Fee Amount

₹3,000

EMD Fee Amount

₹61,000

Important Dates

Last Activity

13 May 2026

Published

20 Mar 2026

Bid Opening

7 Apr 2026

Download Starts

20 Mar 2026

Download Ends

6 Apr 2026

Submission Starts

20 Mar 2026

Clarification Period

20 Mar 2026 - 6 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 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means
2Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means
3Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming ,watering including shoring and strutting etc. complete. ((Lift upto 1.50 m) By Mechanical Means
4Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete ( Bd.A. 12 Page One Number 264)
5Filling in plinth and floorswith approved excavated material in 15cm. to 20cm. layers including watering and compacting etc. complete
6Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.
7Providing structural steel work in trusses, other similar trussed purlins and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting fixing in position, Making riveted/ bolted/ welded connection and one coat of anticorrosive paint and over it 2 coats of oil painting approved quality and shade etc. complete
8Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of bays as specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tie runners, foundation bolts, base plates, nuts and bolts, welding wherever required etc. as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete. Spec. Number : As directed by Engineer-in-charge.
9Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying /pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer / concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) ( Bd. E. 1 Page One Number 287 )
10Providing and laying Cast in situ/ ReadyMix cement concrete in M15 of trap/ granite/ quartzite/ gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, form work, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc.complete. The Cement Mortar1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunnybag, plastic, tarpaulinetc. (Wooden centering will not be allowed.), with reversible Drum Typ emixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.05 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 • 0.16 MB

Work Item Documents

T1_DevlopmentSalkar.pdf

Tender Documents • 3.11 MB

BOQ_2215147.xls

BOQ • 0.35 MB

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Company

Ajay Shankar Shetty

Accepted-Technical

GROUND FLOOR SHIVSHANKAR NAGAR WADALA TOOK TERMINAL ROAD S P ROAD WADALA WEST MUMBAI 400 037 | MUMBAI | MUMBAI | MAHARASHTRA | 400037

ANJANI ASSOCIATES

Accepted-Technical

PLOT NO 17 4TH FLOOR HARIOM EMPIRE MODEL COLONY PUNE 411016 | PUNE | PUNE | MAHARASHTRA | 411016

Chirayu Prakash Mungad

Accepted-Technical

DHANESH PRAVIN GANDHI

Accepted-Technical

EKDANT INDUSTRIAL SOLUTIONS

Accepted-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means
2Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means
3Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming ,watering including shoring and strutting etc. complete. ((Lift upto 1.50 m) By Mechanical Means
4Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete ( Bd.A. 12 Page One Number 264)
5Filling in plinth and floorswith approved excavated material in 15cm. to 20cm. layers including watering and compacting etc. complete
6Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.
7Providing structural steel work in trusses, other similar trussed purlins and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting fixing in position, Making riveted/ bolted/ welded connection and one coat of anticorrosive paint and over it 2 coats of oil painting approved quality and shade etc. complete
8Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of bays as specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tie runners, foundation bolts, base plates, nuts and bolts, welding wherever required etc. as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete. Spec. Number : As directed by Engineer-in-charge.
9Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying /pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer / concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) ( Bd. E. 1 Page One Number 287 )
10Providing and laying Cast in situ/ ReadyMix cement concrete in M15 of trap/ granite/ quartzite/ gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, form work, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc.complete. The Cement Mortar1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunnybag, plastic, tarpaulinetc. (Wooden centering will not be allowed.), with reversible Drum Typ emixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means

2Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means

3Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming ,watering including shoring and strutting etc. complete. ((Lift upto 1.50 m) By Mechanical Means

4Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete ( Bd.A. 12 Page One Number 264)

5Filling in plinth and floorswith approved excavated material in 15cm. to 20cm. layers including watering and compacting etc. complete

6Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.

7Providing structural steel work in trusses, other similar trussed purlins and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting fixing in position, Making riveted/ bolted/ welded connection and one coat of anticorrosive paint and over it 2 coats of oil painting approved quality and shade etc. complete

8Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of bays as specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tie runners, foundation bolts, base plates, nuts and bolts, welding wherever required etc. as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete. Spec. Number : As directed by Engineer-in-charge.

9Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying /pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer / concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) ( Bd. E. 1 Page One Number 287 )

10Providing and laying Cast in situ/ ReadyMix cement concrete in M15 of trap/ granite/ quartzite/ gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, form work, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc.complete. The Cement Mortar1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunnybag, plastic, tarpaulinetc. (Wooden centering will not be allowed.), with reversible Drum Typ emixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)