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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.9 LAccepted-AOC | ₹68.9 L Quoted ₹70.0 L | L1 | Accepted-AOC ACCEPTED BEING LOWEST BIDDER |
| 2 | L2₹76.6 L+₹6.6 L (9.40%)Rejected-Finance SOMNATH NAGAR SR NO 43 1 2 GREWAL HOUSING SOCIETY PUNE NAGAR ROAD WADGAON SHERI PUNE 411 014 | PUNE | PUNE | MAHARASHTRA | 411014 | ₹76.6 L+₹6.6 L (9.40%) | L2 | Rejected-Finance REJECTED BEING NOT LOWEST BIDDER |
| 3 | L3₹81.6 L+₹11.6 L (16.6%)Rejected-Finance S 15 SACRED WORLD OPP SACRED HEART TOWN WANWADI PUNE 411040 | PUNE | MAHARASHTRA | 411040 | ₹81.6 L+₹11.6 L (16.6%) | L3 | Rejected-Finance REJECTED BEING NOT LOWEST BIDDER |
| 4 | L4₹84.6 L+₹14.6 L (20.8%)Rejected-Finance | ₹84.6 L+₹14.6 L (20.8%) | L4 | Rejected-Finance REJECTED BEING NOT LOWEST BIDDER |
| 5 | L5₹94.6 L+₹24.6 L (35.1%)Rejected-Finance SR NO 281 3 7 ANAND NAGAR NEAR DHANORI JAKAT NAKA LOHEGAON PUNE 411047 | PUNE | PUNE | MAHARASHTRA | 411047 | ₹94.6 L+₹24.6 L (35.1%) | L5 | Rejected-Finance REJECTED BEING NOT LOWEST BIDDER |
| Sl No | Description | Qty | Unit | MOHANLAL MATHRANI CONS. PVT. LTD. L7 | Sujitha Infrastructure L4 | RAJENDRA CONSTRUCTION L6 | Sunshine Ventures L1 | PAVEWAY CONSTRUCTIONS PRIVATE LIMITED L3 | VP DEVELOPERS AND CONTRACTOR L5 | Ganesh Enterprises L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying or picking gravelled,macadam or bituminous macadam surfaces in area exc 400sqm ,exc 50mm and n exc 100mm deep complete all as specified and directed by Engr-in-Charge. | 238.65 | 10sqm | 47 ₹11,216.55 | 40 ₹9,546 | 51 ₹12,171.15 | 30 ₹7,159.5 | 12 ₹2,863.8 Lowest | 80 ₹19,092 | 12 ₹2,863.8 Lowest |
| 2.00 | Screening road metal, Chippings, etc. on the site of the work, when specially ordered, including removing screened materials clear of screen and stacking in separate heaps for measuring complete all as specified and directed by Engr-in-Charge.
(NOTE- Materials from both sides of screen measured) | 179 | Cum | 230 ₹41,170 | 100 ₹17,900 | 251 ₹44,929 | 200 ₹35,800 | 30 ₹5,370 Lowest | 190 ₹34,010 | 200 ₹35,800 |
| 3.00 | M & L for laying and compacting 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as pe table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1OO KN static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 complete all as specified and directed by Engr-in-Charge. | 228.29 | 10sqm | 1,890 ₹4,31,468.1 | 1,250 ₹2,85,362.5 | 1,810 ₹4,13,204.9 | 1,700 ₹3,88,093 | 1,000 ₹2,28,290 Lowest | 2,010 ₹4,58,862.9 | 1,600 ₹3,65,264 |
| 4.00 | M & L for 7.5cm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required execept material complete all as specified and directed by Engr-in-Charge. | 10.36 | 10sqm | 900 ₹9,324 | 400 ₹4,144 Lowest | 1,200 ₹12,432 | 1,200 ₹12,432 | 1,000 ₹10,360 | 1,160 ₹12,017.6 | 400 ₹4,144 Lowest |
| 5.00 | M&L for applying evenly a priming/tack coat with bituminous primer of VG-10@ at 7.5 kg / 10 sq m with sprayer over existing surface etc complete all as specified and directed by Engr-in-Charge. | 238.65 | 10sqm | 750 ₹1,78,987.5 | 260 ₹62,049 | 400 ₹95,460 | 200 ₹47,730 Lowest | 600 ₹1,43,190 | 480 ₹1,14,552 | 350 ₹83,527.5 |
| 6.00 | Preparing Unsurfaced water bound macadam 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 etc complete all as specified and directed by Engr-in-Charge. | 238.65 | 10sqm | 63 ₹15,034.95 | 50 ₹11,932.5 | 110 ₹26,251.5 | 120 ₹28,638 | 12 ₹2,863.8 Lowest | 490 ₹1,16,938.5 | 200 ₹47,730 |
| 7.00 | M & L for Premix bituminous macadam with 4% binder of VG-30 (Paving bitumen any penetration) laid/rolled and compacted to required gradient and camber(consolidated thickness 75mm or less) complete all as specified & directed, Duly rolled and compacted to required camber and gradient with 8-12 tonne power roller etc complete all as specified and directed by Engr-in-Charge. Note : The contractors quoted rates shall be deemed to include the following elements (i) The contractor shall got the mix design done through Govt approved lab and same shall be got approved from GE before incarporating in the work.
(ii) In case variation in the bitumen content as per approved mix design in comparison with the bitumen content as specified above, the variation in quantity of bitumen shall be adjusted with price adjustment. | 119.33 | Cum | 11,000 ₹13,12,630 | 8,500 ₹10,14,305 | 10,000 ₹11,93,300 | 5,400 ₹6,44,382 | 5,000 ₹5,96,650 Lowest | 9,400 ₹11,21,702 | 6,000 ₹7,15,980 |
| 8.00 | M&L For applying evenly a priming/tack coat with bituminous emultion VG-10 @t 2.5 kg/10Sqm with sprayer over existing surface etc complete all as specified and directed by Engr-in-Charge. | 1,736.78 | 10Sqm | 270 ₹4,68,930.6 | 145 ₹2,51,833.1 Lowest | 350 ₹6,07,873 | 150 ₹2,60,517 | 175 ₹3,03,936.5 | 390 ₹6,77,344.2 | 200 ₹3,47,356 |
| 9.00 | M & L for Bituminous premixed semi dense asphaltic concrete 30mm consolidated thickness 5.5% bitumen content using paving bitumen of grade VG-30 by weight of total mix as per job mix formula, laying with mechanical paver, duly rolled and compacted to required camber and gradient with 8-12 tonne power roller and vibrating roller etc complete all as specified and directed by Engr-in-Charge. Note : The contractors quoted rates shall be deemed to include the following elements (i) The contractor shall got the mix design done through Govt approved lab and same shall be got approved from GE before incarporating in the work.
(ii) In case variation in the bitumen content as per approved mix design in comparison with the bitumen content as specified above, the variation in quantity of bitumen shall be adjusted with price adjustment. | 1,498.13 | 10sqm | 4,170 ₹62,47,202.1 | 3,000 ₹44,94,390 | 4,000 ₹59,92,520 | 2,340 ₹35,05,624.2 Lowest | 2,900 ₹43,44,577 | 2,780 ₹41,64,801.4 | 2,450 ₹36,70,418.5 |
| 10.00 | M & L for Bitumanuous premixed asphaltic semi dense concrete 40mm consolidated thickness with bitumen of grade VG-30 with 5.5% binder content by weight of total mix duly rolled and compacted to required camber and gradient with 8-12 tonne power roller and vibrating roller etc complete all as specified and directed by Engr-in-Charge. | 238.65 | 10 Sqm | 5,470 ₹13,05,415.5 | 3,650 ₹8,71,072.5 | 7,000 ₹16,70,550 | 2,680 ₹6,39,582 Lowest | 3,250 ₹7,75,612.5 | 3,300 ₹7,87,545 | 2,700 ₹6,44,355 |
Tender Value
₹95.8 L
EMD Value
₹1.7 L
Closing Date
19 Jun 2026, 6:00 pmClosed
CWE Khadki Pune
Headquarters CWE Khadki, Military Engineer Services, Range Hills Road, Khadki, Pune-411003
SPECIAL REPAIR TO BITUMINOUS ROAD AT A PARK B PARK AND ARSENAL AREA OF CAFVD KHADKI UNDER GE CENTRAL KHADKI
2026_MES_765432_1
CWE/KKE/TOKEN-82 OF 2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
CWE Khadki Pune
AS PER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹1,000
Yes
GE CENTRAL KHADKI
₹1.7 L
Yes
28 Aug 2026
19 May 2026
22 Jun 2026
19 May 2026
19 Jun 2026
11 Jun 2026
19 May 2026 - 3 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Scarifying or picking gravelled,macadam or bituminous macadam surfaces in area exc 400sqm ,exc 50mm and n exc 100mm deep complete all as specified and directed by Engr-in-Charge. | 238.65 | 10sqm | 47.9 | ₹11,431.34 |
| 2 | Screening road metal, Chippings, etc. on the site of the work, when specially ordered, including removing screened materials clear of screen and stacking in separate heaps for measuring complete all as specified and directed by Engr-in-Charge.
(NOTE- Materials from both sides of screen measured) | 179 | Cum | 229.5 | ₹41,080.5 |
| 3 | M & L for laying and compacting 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as pe table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1OO KN static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 complete all as specified and directed by Engr-in-Charge. | 228.29 | 10sqm | 2,101.35 | ₹4,79,717.19 |
| 4 | M & L for 7.5cm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required execept material complete all as specified and directed by Engr-in-Charge. | 10.36 | 10sqm | 484.9 | ₹5,023.56 |
| 5 | M&L for applying evenly a priming/tack coat with bituminous primer of VG-10@ at 7.5 kg / 10 sq m with sprayer over existing surface etc complete all as specified and directed by Engr-in-Charge. | - | 10sqm | 387.75 | - |
| 6 | Preparing Unsurfaced water bound macadam 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 etc complete all as specified and directed by Engr-in-Charge. | - | 10sqm | 360.6 | - |
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