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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAccepted-AOC | ₹3.0 Cr | L1 | Accepted-AOC including the royalty charges |
| 2 | L2₹3.2 Cr+₹19.7 L (6.60%)Rejected-Finance PLOT NO 3 YOGANAND CO OP HOUSING SOCIETY BEHIND BIJAN HOSPITAL NEAR MALPANNI HOSPITAL VIGHA MALA CANADA CORNER COLLEGE ROAD NASHIK | NASHIK | NASHIK | MAHARASHTRA | ₹3.2 Cr+₹19.7 L (6.60%) | L2 | Rejected-Finance bid quoted percent -13.07 below estimated rate |
| 3 | L3₹3.8 Cr+₹78.5 L (26.3%)Rejected-Finance S NO 188 SHOP NO 3 SHIVRAJAN SOCIETY SHUKRAWAR PETH PUNE 411002 | PUNE | MAHARASHTRA | 411002 | ₹3.8 Cr+₹78.5 L (26.3%) | L3 | Rejected-Finance bid quoted percent 3.00 above estimated rate |
| 4 | Rejected-Technical GROUND FLOOR SAIKUNJ SAKSHI APARTMENT DANDE PLOT RAJA PETH AMRAVATI 444606 | AMRAVATI | MAHARASHTRA | 444606 | - | - | Rejected-Technical Bidder has not responded to shortfall call, hence technically disqualified. |
| 5 | Rejected-Technical S NO 280 2 A GALO NO 1 2 3 PLOT NO 358 2 MANIK ELITE BARAMATI DIST PUNE 413102 | PUNE | MAHARASHTRA | 413102 | - | - | Rejected-Technical Bidder has submitted all documents as per tender and shortfall call.However Bidder is technically disqualified as the similar works project is in the name of Aditya Construction and not in the name of AVT Infrastructure. |
Tender Value
₹3.7 Cr
EMD Value
₹1.8 L
Closing Date
13 May 2026, 5:00 pmClosed
Commissioner DSYS
Shivchhatrapati Sports Complex, Mahalunge Balewadi, Pune
E TENDER DOCUMENTS FOR PROPOSED CONSTRUCTION OF MAIN ENTRANCE GATE HIGHWAY SIDE AT SHIV CHHATRAPATI SPORTS COMPLEX, MAHALUNGE, BALEWADI, PUNE.
2026_DSYSP_1298981_1
SKP/HighwayGate/Refurbish/
Open Tender
Civil Works
Percentage
365 days
Pune
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
₹1.8 L
Pune
19 Aug 2026
29 Apr 2026
14 May 2026
29 Apr 2026
13 May 2026
29 Apr 2026
5 May 2026
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.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. 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 1.5 m.) By Mechanical Means
Spec. No.:- Bd.A.1 Page One Number 259 | 74.37 | Cum | 217.15 | ₹16,149.45 |
| - | Excavation 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
Spec. No.:- Bd.A.2 Page One Number 259 | 74.37 | Cum | 238.1 | ₹17,707.5 |
| - | Excavation 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 1.5m) By Mechanical Means
Spec. No.:- Bd.A.4 Page One Number 259 | 74.37 | Cum | 450 | ₹33,466.5 |
| - | Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift upto 1.5 m). By Mechanical Means
Spec. No.:- Bd.A.6 Page One Number 260 | 74.37 | Sqm | 1,371.05 | ₹1,01,964.99 |
| - | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper.
Spec. No.:- As directed by Engineer in charge. | 112.13 | Sqm | 112.25 | ₹12,586.59 |
| - | Transportation of excavated & debris from site to disposing site inluding loading , unloading & tranportation etc. complete. (lead 3km) | 378.92 | Cum | 230.75 | ₹87,435.79 |
| - | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.
Ref No.:- As directed by Engineer in charge. | 14 | Cum | 2,303.8 | ₹32,253.2 |
| - | Providing and laying Cast in situ/Ready Mix 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, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), 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)
Spec. No.:- Bd.E.4 Page One Number 289 and B-7, Page One Number38 | 13.84 | Cum | 7,424.5 | ₹1,02,755.08 |
| - | Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering, formwork ,cover blocks, laying/pumping, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. 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)
Spec. No.:- Bd.F.3 Page One Number 298 and B.7, Page One Number38 | 34.04 | Cum | 8,366.8 | ₹2,84,805.87 |
| - | Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).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)
Spec. No.:- Bd.F.5 Page One Number 300 andB-7,Page No 38. | 160.7 | Cum | 15,374.15 | ₹24,70,625.91 |
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