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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.5 CrAccepted-Finance | ₹25.5 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹27.3 CrRejected-Finance | ₹27.3 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹28.0 CrRejected-Finance | ₹28.0 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹37.1 CrRejected-Finance | ₹37.1 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹37.1 CrRejected-Finance FLAT NO 32 SHRADHA APARTMENT HB TOWN PARDI NAGPUR 440035 | NAGPUR | NAGPUR | MAHARASHTRA | 440035 | ₹37.1 Cr | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | D. V. Patel and Company L4 | M/s Rajendra Singh Kiledar Constructions PVT.LTD. Bettul (M.P.) L2 | SADIQ AND CO AND ATASHA ASHIRWAD BUILDERS JV L1 | BBG INFRASTRUCTURE PRIVATE LIMITED L5 | SR JV L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00L | ||||||||
| 1.10 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . | 7,700 | One Square Metre | 4 ₹30,800 | 9.5 ₹73,150 | 3 ₹23,100 | 4.35 ₹33,495 | 3.25 ₹25,025 |
| 2.00 | 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 | 1,476.13 | One Cubic Metre | 228 ₹3,36,557.64 | 120 ₹1,77,135.6 | 150 ₹2,21,419.5 | 225.95 ₹3,33,531.57 | 170 ₹2,50,942.1 |
| 3.00 | 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 | 2,722.11 | One Cubic Metre | 250 ₹6,80,527.5 | 125 ₹3,40,263.75 | 165 ₹4,49,148.15 | 247.75 ₹6,74,402.75 | 186.4 ₹5,07,401.3 |
| 4.00 | Excavation for foundation in Hard murum including removing the excavated material upto a 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 from 1.5 to 3.0m.) By Mechanical Means | 1,818.69 | One Cubic Metre | 313 ₹5,69,249.97 | 135 ₹2,45,523.15 | 205 ₹3,72,831.45 | 309.95 ₹5,63,702.97 | 233.2 ₹4,24,118.51 |
| 5.00 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. | 1,033.67 | One Cubic Metre | 2,427 ₹25,08,717.09 | 1,600 ₹16,53,872 | 1,600 ₹16,53,872 | 2,404.45 ₹24,85,407.83 | 1,809.05 ₹18,69,960.71 |
| 6.00 | Providing And Laying Cast In Situ/Ready Mix Cement Concrete In M15 Of Trap/Granite/Quartzite/Gneiss Metal For Foundation And Bedding / Steps Including 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) | 629.09 | One Cubic Metre | 7,844 ₹49,34,581.96 | 5,200 ₹32,71,268 | 5,165 ₹32,49,249.85 | 7,770.1 ₹48,88,092.21 | 5,846.05 ₹36,77,691.59 |
| 7.00 | Filling in plinth and floors with approved excavated material in 15cm. to 20cm. Layers including watering and compacting etc. complete. | 207.41 | One Cubic Metre | 132 ₹27,378.12 | 95 ₹19,703.95 | 87 ₹18,044.67 | 131 ₹27,170.71 | 98.55 ₹20,440.26 |
| 8.00 | Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete. | 661.11 | One Cubic Metre | 1,067 ₹7,05,404.37 | 833.15 ₹5,50,803.8 | 700 ₹4,62,777 | 1,056.65 ₹6,98,561.88 | 795 ₹5,25,582.45 |
| 9.00 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) treatment by treating the backfill in immediate contact with foundation at the rate of 5 litres of emulsion concentrate of 1.0 percent of clorophyrifos per One Square Metre of vertical surface area covering 10 years guarantee on bond paper. | 301.61 | One Square Metre | 123 ₹37,098.03 | 128.25 ₹38,681.48 | 81 ₹24,430.41 | 122.2 ₹36,856.74 | 91.95 ₹27,733.04 |
Tender Value
₹35.3 Cr
EMD Value
₹17.7 L
Closing Date
8 Apr 2026, 6:55 pmClosed
EXECUTIVE ENGINEER INTEGRATED UNIT (M)P.W.NAGPUR
OFFICE OF THE EXECUTIVE ENGINEER INTEGRATED UNIT (M)P.W.NAGPUR, T.B. WARD PREMISES NAGPUR
CONSTRUCTION OF BUILDING INCLUDING ELECTRIFICATION FOR TECHNOLOGY AND ENERGY PARK IN THE PREMISES OF RTM NAGPUR UNIVERSITY AT NAGPUR
2026_PWR_1289236_1
pwc/ngp/IUM/32-1/2025-26
Open Tender
Civil Works - Buildings
730 days
NAGPUR
Please refer Tender documents.
4 documents required · 4 mandatory
₹4,040
₹17.7 L
Office of the C.E. P.W.Region, Nagpur
25 Jun 2026
23 Mar 2026
10 Apr 2026
23 Mar 2026
8 Apr 2026
23 Mar 2026
30 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1L | |||||
| 1.1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . | - | One Square Metre | - | - |
| 2Excavation 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 | |||||
| 3Excavation 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 | |||||
| 4Excavation for foundation in Hard murum including removing the excavated material upto a 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 from 1.5 to 3.0m.) By Mechanical Means | |||||
| 5Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. | |||||
| 6Providing And Laying Cast In Situ/Ready Mix Cement Concrete In M15 Of Trap/Granite/Quartzite/Gneiss Metal For Foundation And Bedding / Steps Including 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) | |||||
| 7Filling in plinth and floors with approved excavated material in 15cm. to 20cm. Layers including watering and compacting etc. complete. | |||||
| 8Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete. | |||||
| 9Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) treatment by treating the backfill in immediate contact with foundation at the rate of 5 litres of emulsion concentrate of 1.0 percent of clorophyrifos per One Square Metre of vertical surface area covering 10 years guarantee on bond paper. | |||||
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