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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance BHAWANI KRUPA GANDHI CHOWK PULGAON TALUKA DEOLI DIST WARDHA MAHARASHTRA PIN 442 302 | PULGAON | WARDHA | MAHARASHTRA | 442302 | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 CrAdmitted-Finance BLOCK NO 306 A SAI NIVAS CHOUDHARY CHOWK JARIPATKA NAGPUR 440014 | NAGPUR | NAGPUR | MAHARASHTRA | 440014 | ₹1.5 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S JAI BHAWANI CONSTRUCTIONS L1 | Manoj Jethani L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in charge | 241.5 | Cum | 50 ₹12,075 | 60 ₹14,490 |
| 2.00 | Rolling and consolidation formation surface in cutting/filling with power roller 8 to 12 tonne and consolidated to required gradient and camber including watering complete all as specified and directed. | 65 | XSqm | 80 ₹5,200 | 200 ₹13,000 |
| 3.00 | M&L 150mm (spread thickness) Soling (or sub base) with broken boulders or quarried stone (Granite, Trap or Basalt stone) of size range 100mm to 50mm, interstices filled, surface formed, rolled with power roller 8 to 12 tonne and consolidated to required gradient and camber complete all as specified and directed. | 53 | X Sqm | 3,000 ₹1.6 L | 4,000 ₹2.1 L |
| 4.00 | ...Ditto as per item No 03 above but 'except material | 12 | X Sqm | 400 ₹4,800 | 200 ₹2,400 |
| 5.00 | M&L 150mm thick (compacted thickness) water bound macadam in two layers each of 75mm thick (each layer to be rolled and consolidated separately) with coarse aggregate of granite/black trap/basalt stone of grading 2 ranging from 63mm to 40mm, hollows made up to form true surface, spread, surface binding with and including screening and moorum, watered, consolidated and rolled with 8 to 12 tonne power roller to gradient and camber required complete all as specified and directed. | 53 | X Sqm | 3,500 ₹1.9 L | 4,000 ₹2.1 L |
| 6.00 | ...Ditto as per item No 05 above but 'except material | 12 | X Sqm | 400 ₹4,800 | 200 ₹2,400 |
| 7.00 | M & L for scarifying or picking gravelled, mecadam or bituminous mecadam surfaces exc 50mm and n exc 100mm deep in area exc 400Sqm and removing exceeding 50 Mtr & n.exc 500mtrs and stacking. | 322.5 | X Sqm | 30 ₹9,675 | 10 ₹3,225 |
| 8.00 | M&L 7.5 cm thick (compacted thickness) WBM with coarse aggregate of grading 3 (50 mm to 20 mm size) spread, rolled and consolidated to gradient and camber required with granite trap or basalt stone aggregates complete all as specified and directed. | 310 | XSqm | 2,200 ₹6.8 L | 4,200 ₹13.0 L |
| 9.00 | ..Ditto as per item No 08 above but 'except material | 12.5 | XSqm | 300 ₹3,750 | 200 ₹2,500 |
| 10.00 | M&L for preparing Unsurfaced WBM by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt and applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 Sqm using paving bitumen grade VG-10 complete all as specified and as directed. | 387.5 | XSqm | 800 ₹3.1 L | 850 ₹3.3 L |
Updated dates
Tender Value
₹1.4 Cr
EMD Value
₹2.2 L
Closing Date
8 May 2026, 6:00 pmClosed
CWE Nagpur
Commander Works Engineer Bldg No. P-9, Sitabuldi Fort, Nagpur - 440 001 Pin-900419, C/o 56 APO
SPECIAL REPAIRS OF ROAD FROM ESH NO 297 TO PF-28, ESH NO 287 TO ESH NO 289, ESH NO 297 TO CLP-43, ESH NO 289/290 T POINT TO ESH NO 280, ESH NO 109 TO ESH NO 115 (MAIN ROAD POLE NO 458), POLE NO 233 TO ESH NO 114
2026_MES_757797_1
86586/E8
Open Tender
Civil Works - Roads
180 days
GE Pulgaon
As per tender documents
7 documents required · 7 mandatory
₹1,000
GE PULGAON
₹2.2 L
Yes
20 May 2026
26 Mar 2026
11 May 2026
26 Mar 2026
8 May 2026
16 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in charge | - | Cum | - | - | |
Rolling and consolidation formation surface in cutting/filling with power roller 8 to 12 tonne and consolidated to required gradient and camber including watering complete all as specified and directed. | - | XSqm | - | - | |
M&L 150mm (spread thickness) Soling (or sub base) with broken boulders or quarried stone (Granite, Trap or Basalt stone) of size range 100mm to 50mm, interstices filled, surface formed, rolled with power roller 8 to 12 tonne and consolidated to required gradient and camber complete all as specified and directed. | - | X Sqm | - | - | |
...Ditto as per item No 03 above but 'except material | - | X Sqm | - | - | |
M&L 150mm thick (compacted thickness) water bound macadam in two layers each of 75mm thick (each layer to be rolled and consolidated separately) with coarse aggregate of granite/black trap/basalt stone of grading 2 ranging from 63mm to 40mm, hollows made up to form true surface, spread, surface binding with and including screening and moorum, watered, consolidated and rolled with 8 to 12 tonne power roller to gradient and camber required complete all as specified and directed. | - | X Sqm | - | - | |
...Ditto as per item No 05 above but 'except material | - | X Sqm | - | - | |
M & L for scarifying or picking gravelled, mecadam or bituminous mecadam surfaces exc 50mm and n exc 100mm deep in area exc 400Sqm and removing exceeding 50 Mtr & n.exc 500mtrs and stacking. | - | X Sqm | - | - | |
M&L 7.5 cm thick (compacted thickness) WBM with coarse aggregate of grading 3 (50 mm to 20 mm size) spread, rolled and consolidated to gradient and camber required with granite trap or basalt stone aggregates complete all as specified and directed. | - | XSqm | - | - | |
..Ditto as per item No 08 above but 'except material | - | XSqm | - | - | |
M&L for preparing Unsurfaced WBM by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt and applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 Sqm using paving bitumen grade VG-10 complete all as specified and as directed. | - | XSqm | - | - |
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