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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.4 CrAccepted-AOC 13 SAINATH NEW COLONY NAGPUR 440001 | NAGPUR | NAGPUR | MAHARASHTRA | 440001 | ₹22.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹22.6 Cr+₹23.5 L (1.05%)Rejected-Finance R 25 RESHIMBAGH UMRED ROAD NAGPUR | NAGPUR | NAGPUR | MAHARASHTRA | 440003 | ₹22.6 Cr+₹23.5 L (1.05%) | L2 | Rejected-Finance L2 |
| 3 | L3₹23.2 Cr+₹89.5 L (4.00%)Rejected-Finance | ₹23.2 Cr+₹89.5 L (4.00%) | L3 | Rejected-Finance L3 |
| 4 | L4₹28.7 Cr+₹6.3 Cr (28.2%)Rejected-Finance 802 IMPRESSA RISE 8 AMBAZARI ROAD OPP LAD COLLEGE SHIVAJI NAGAR NAGPUR 440010 | NAGPUR | MAHARASHTRA | 440010 | ₹28.7 Cr+₹6.3 Cr (28.2%) | L4 | Rejected-Finance L4 |
| 5 | L5₹30.1 Cr+₹7.7 Cr (34.5%)Rejected-Finance | ₹30.1 Cr+₹7.7 Cr (34.5%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | J P ENTERPRISES L4 | M/s D.C. Gurbaxani L1 | Khalatkar Construction Infra Private Limited L2 | SHREE JAGDAMBA CONSTRUCTION CO. AND M R DHOBLE J V L5 | M/s RSKPL-SC (JV) L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00L | ||||||||
| 1.10 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. | 1,048.95 | One Cubic Metre | 400 ₹4,19,580 | 400 ₹4,19,580 | 90 ₹94,405.5 Lowest | 447 ₹4,68,880.65 | 385 ₹4,03,845.75 |
| 2.00 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. | 9,749.88 | One Cubic Metre | 105 ₹10,23,737.4 | 100 ₹9,74,988 | 90 ₹8,77,489.2 Lowest | 123.7 ₹12,06,060.16 | 160 ₹15,59,980.8 |
| 3.00 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - II Material | 6,279.08 | One Cubic Metre | 2,300 ₹1,44,41,884 | 1,500 ₹94,18,620 | 1,350 ₹84,76,758 Lowest | 2,500.85 ₹1,57,03,037.22 | 1,950 ₹1,22,44,206 |
| 4.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means -Grading I (Using Screening Type B (11.2 mm) Aggregate) | 2,528.68 | One Cubic Metre | 2,000 ₹50,57,360 | 1,500 ₹37,93,020 Lowest | 1,600 ₹40,45,888 | 2,991.25 ₹75,63,914.05 | 2,350 ₹59,42,398 |
| 5.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) | 2,528.68 | One Cubic Metre | 2,000 ₹50,57,360 | 1,500 ₹37,93,020 Lowest | 1,700 ₹42,98,756 | 2,991.25 ₹75,63,914.05 | 2,350 ₹59,42,398 |
| 6.00 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. | 5,425.35 | One Cubic Metre | 4,500 ₹2,44,14,075 | 3,500 ₹1,89,88,725 Lowest | 3,800 ₹2,06,16,330 | 4,513.15 ₹2,44,85,418.35 | 3,580 ₹1,94,22,753 |
| 7.00 | Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. | 10,045.88 | One Cubic Metre | 8,800 ₹8,84,03,744 | 7,000 ₹7,03,21,160 | 5,500 ₹5,52,52,340 Lowest | 8,972.35 ₹9,01,35,151.42 | 6,700 ₹6,73,07,396 |
| 8.00 | Providing and fixing in position TMT FE 500, 25mm dia dowel bars precoated with anti corrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. | 36,840 | One Number | 425 ₹1,56,57,000 | 200 ₹73,68,000 Lowest | 235 ₹86,57,400 | 409.55 ₹1,50,87,822 | 275 ₹1,01,31,000 |
| 9.00 | Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete | 18,680 | One Number | 300 ₹56,04,000 | 100 ₹18,68,000 Lowest | 100 ₹18,68,000 Lowest | 318.1 ₹59,42,108 | 175 ₹32,69,000 |
Tender Value
₹30.2 Cr
EMD Value
₹15.1 L
Closing Date
1 Dec 2025, 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
DEVELOPMENT OF INTERNAL (CEMENT CONCRETE ROAD) INCLUDING LAND SCAPPING AND BUTIFICATION INCLUDING ELECTRIFICATION OF INTERNAL ROADS WITH STREET LIGHT,CCTV ETC WORK IN THE PREMISES OF GOVERNMENT MEDICAL COLLEGE AND HOSPITAL NAGPUR.
2025_PWR_1246392_1
pwc/ngp/IUM/24-1/2025-26
Open Tender
Civil Works - Buildings
Item Rate
365 days
NAGPUR
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,540
₹15.1 L
Office of the C.E. P.W.Region, Nagpur
7 May 2026
14 Nov 2025
4 Dec 2025
14 Nov 2025
1 Dec 2025
14 Nov 2025
20 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1L | |||||
| 1.1 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. | 1,048.95 | One Cubic Metre | 100 | ₹1,04,895 |
| 2 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. | 9,749.88 | One Cubic Metre | 100 | ₹9,74,988 |
| 3 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - II Material | 6,279.08 | One Cubic Metre | 100 | ₹6,27,908 |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means -Grading I (Using Screening Type B (11.2 mm) Aggregate) | 2,528.68 | One Cubic Metre | 100 | ₹2,52,868 |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) | 2,528.68 | One Cubic Metre | 100 | ₹2,52,868 |
| 6 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. | 5,425.35 | One Cubic Metre | 100 | ₹5,42,535 |
| 7 | Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. | 10,045.88 | One Cubic Metre | 100 | ₹10,04,588 |
| 8 | Providing and fixing in position TMT FE 500, 25mm dia dowel bars precoated with anti corrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. | 36,840 | One Number | 100 | ₹36,84,000 |
| 9 | Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete | 18,680 | One Number | 100 | ₹18,68,000 |
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