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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹71.5 LAccepted-AOC | ₹71.5 L | L 1 | Accepted-AOC The contract is awarded to the L1 bidder, being the lowest evaluated responsive bidder, as per the terms and conditions of the tender. |
| 2 | L 2₹72.5 L+₹1.0 L (1.47%)Rejected-Finance | ₹72.5 L+₹1.0 L (1.47%) | L 2 | Rejected-Finance Quoted amount is higher than the lowest evaluated responsive bidder (L1). |
| 3 | L 3₹82.6 L+₹11.1 L (15.6%)Rejected-Finance | ₹82.6 L+₹11.1 L (15.6%) | L 3 | Rejected-Finance Quoted amount is higher than the lowest evaluated responsive bidder (L1). |
| 4 | L4₹92.5 L+₹21.1 L (29.5%)Rejected-Finance | ₹92.5 L+₹21.1 L (29.5%) | L4 | Rejected-Finance Quoted amount is higher than the lowest evaluated responsive bidder (L1). |
| Sl No | Description | Qty | Unit | DESIGN ERA EPC CONTRACTORS PRIVATE LIMITED L2 | VISHWAKRUTI INFRA PVT LTD L1 | Devidas Sanjay Kale L4 | RUKMINI INFRASTRUCTURE L3 |
|---|---|---|---|---|---|---|---|
| 1.00Civil Work | |||||||
| 1.01 | Providing and fabricating structural steel work in rolled sections, fixed with connecting plates or angle cleats in main and cross beams, hip and jack rafters, purlins connecting to truss members and the like, as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/bolted/welded connections and one coat of anticorrosive paint andover it two coats of oil painting of approved quality and shade etc. complete. | 0.95 | MT | 90,249.05 ₹1,06,493.88 Lowest | 99,750 ₹1,17,705 | 95,000 ₹1,12,100 | 1,00,083.45 ₹1,18,098.47 |
| 1.02 | Providing & Fixing in position, Providing 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 in all aspects as directed by the engineer in charge. - Work is to be done at any floor and at all heights | 17.94 | MT | 17,22,222.06 ₹20,32,222.03 Lowest | 18,83,700 ₹22,22,766 | 24,21,900 ₹28,57,842 | 22,83,295.56 ₹26,94,288.76 |
| 1.03 | Providing structural steel work of rectangular hollow steel section for steel trusses, other similar trussed items like purlin 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 connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade complete. (Item No. 23.11, Fifth Floor) | 6.32 | MT | 6,31,993.68 ₹7,45,752.54 Lowest | 6,63,600 ₹7,83,048 | 8,40,560 ₹9,91,860.8 | 8,08,852.56 ₹9,54,446.02 |
| 1.04 | Providing and installing of double skin roof PUF insulated sandwich roof panel having 50mm thickness trapezoidal profiled in top skin & Micro ribbed liner panel sheet in bottom skin. The PU panel shall be CFC free and Zero Ozone depleting panel using N Pentane blowing agent & made out of automatic continuous line running on uninterrupted power supply. Panel shall have pre- coated Gi sheet on both side of Polyurethane Foam confirming to IS 12436:1988. The pre coated sheet shall be of minimum 240 Mpa steel grade confirming to 15 14246:1995 and shall have zinc coating of minimum 120 gsm as per IS: 277: 1992, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 micron. The PPGI sheet shall have plastic protective guard film of minimum 25 microns to avoid scratches during transportation. The PU Foam shall be self-extinguishing. Density of 40 Kg/M3(+,-2Kgs).The rate shall be inclusive of all leads and lifts at all heights etc. complete. The rate shall be excluding GST (Fifth Floor, Departmental) | 748.72 | Sq.m. | 13,46,947.28 ₹15,89,397.79 Lowest | 17,96,928 ₹21,20,375.04 | 18,71,800 ₹22,08,724 | 19,46,672 ₹22,97,072.96 |
| 1.05 | Providing & Laying Re bar work with HILTI RE 500 V 4 Chemical including Drilling in with specified length,Chemical injection,fixing of Tor Bar etc complete,but excluding costs of Steel Tor Bar & Tests For dia. 10mm | 50 | No | 9,950 ₹11,741 | 15,000 ₹17,700 | 5,500 ₹6,490 Lowest | 15,900 ₹18,762 |
| 1.06 | Providing & Laying Re bar work with HILTI RE 500 V 4 Chemical including Drilling in with specified length,Chemical injection,fixing of Tor Bar etc complete,but excluding costs of Steel Tor Bar & Tests For dia. 12mm | 100 | No | 29,900 ₹35,282 | 35,000 ₹41,300 | 15,000 ₹17,700 Lowest | 36,400 ₹42,952 |
| 1.07 | Providing & Laying Re bar work with HILTI RE 500 V 4 Chemical including Drilling in with specified length,Chemical injection,fixing of Tor Bar etc complete,but excluding costs of Steel Tor Bar & Tests For dia. 16mm | 50 | No | 19,950 ₹23,541 | 25,000 ₹29,500 | 10,000 ₹11,800 Lowest | 22,750 ₹26,845 |
| 1.08 | Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing 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 finely washed etc) | 20.12 | Cu.M | 2,97,755.88 ₹3,51,351.94 | 4,02,400 ₹4,74,832 | 5,17,084 ₹6,10,159.12 | 2,88,359.84 ₹3,40,264.61 Lowest |
| 1.09 | Providing and constructing AAC block masonry conforming to IS 2185 (Part III) in approved extra fine jointing mortar in superstructure, including scaffolding, raking out joints, curing and all incidental works complete as directed by Engineer-in-Charge. | 2.36 | Cu.M | 16,517.64 ₹19,490.82 Lowest | 18,880 ₹22,278.4 | 25,960 ₹30,632.8 | 18,846.96 ₹22,239.41 |
Tender Value
Refer Docs
EMD Value
₹85,000
Closing Date
30 Jun 2026, 5:00 pmClosed
Registrar, COEP Technological University, Pune
Registrar, COEP Technological University, Pune
Proposed Construction of Terrace Shed for Solar Installation on the Academic Complex Building, COEP Technological University, Pune.
2026_DTEDM_1310317_1
COEPTech/BWC/ACB/2026-27/06
Open Tender
Civil Works
Item Rate
COEP Technological University, Shivajinagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹85,000
Civil Meeting hall, COEP Tech, Shivajinagar, Pune
16 Jul 2026
20 Jun 2026
1 Jul 2026
20 Jun 2026
30 Jun 2026
20 Jun 2026
24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Civil Work | |||||
| 1.01 | Providing and fabricating structural steel work in rolled sections, fixed with connecting plates or angle cleats in main and cross beams, hip and jack rafters, purlins connecting to truss members and the like, as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/bolted/welded connections and one coat of anticorrosive paint andover it two coats of oil painting of approved quality and shade etc. complete. | - | MT | - | - |
| 1.02 | Providing & Fixing in position, Providing 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 in all aspects as directed by the engineer in charge. - Work is to be done at any floor and at all heights | - | MT | - | - |
| 1.03 | Providing structural steel work of rectangular hollow steel section for steel trusses, other similar trussed items like purlin 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 connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade complete. (Item No. 23.11, Fifth Floor) | - | MT | - | - |
| 1.04 | Providing and installing of double skin roof PUF insulated sandwich roof panel having 50mm thickness trapezoidal profiled in top skin & Micro ribbed liner panel sheet in bottom skin. The PU panel shall be CFC free and Zero Ozone depleting panel using N Pentane blowing agent & made out of automatic continuous line running on uninterrupted power supply. Panel shall have pre- coated Gi sheet on both side of Polyurethane Foam confirming to IS 12436:1988. The pre coated sheet shall be of minimum 240 Mpa steel grade confirming to 15 14246:1995 and shall have zinc coating of minimum 120 gsm as per IS: 277: 1992, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 micron. The PPGI sheet shall have plastic protective guard film of minimum 25 microns to avoid scratches during transportation. The PU Foam shall be self-extinguishing. Density of 40 Kg/M3(+,-2Kgs).The rate shall be inclusive of all leads and lifts at all heights etc. complete. The rate shall be excluding GST (Fifth Floor, Departmental) | - | Sq.m. | - | - |
| 1.05 | Providing & Laying Re bar work with HILTI RE 500 V 4 Chemical including Drilling in with specified length,Chemical injection,fixing of Tor Bar etc complete,but excluding costs of Steel Tor Bar & Tests For dia. 10mm | - | No | - | - |
| 1.06 | Providing & Laying Re bar work with HILTI RE 500 V 4 Chemical including Drilling in with specified length,Chemical injection,fixing of Tor Bar etc complete,but excluding costs of Steel Tor Bar & Tests For dia. 12mm | - | No | - | - |
| 1.07 | Providing & Laying Re bar work with HILTI RE 500 V 4 Chemical including Drilling in with specified length,Chemical injection,fixing of Tor Bar etc complete,but excluding costs of Steel Tor Bar & Tests For dia. 16mm | - | No | - | - |
| 1.08 | Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing 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 finely washed etc) | - | Cu.M | - | - |
| 1.09 | Providing and constructing AAC block masonry conforming to IS 2185 (Part III) in approved extra fine jointing mortar in superstructure, including scaffolding, raking out joints, curing and all incidental works complete as directed by Engineer-in-Charge. | 1 | Cu.M | - | - |
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