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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹1.4 Cr+₹1.5 L (1.11%)Rejected-Finance | ₹1.4 Cr+₹1.5 L (1.11%) | L2 | Rejected-Finance Not being L1 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not recommended as the firm is enlisted in class D which is two class below the eligible class |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not recommended as the firm is enlisted in class D which is two class below the eligible class |
| Sl No | Description | Qty | Unit | Vee kay construction L1 | m/s jawaharlal sharma L2 |
|---|---|---|---|---|---|
| 1.00 | Material and Labour for 75 mm thick moorum/ red bajri (size not exc 40mm), spread, rolled and consolidated to gradient and camber required as in berm complete and all as specified as directed. | 57.2 | X Sqm | 540 ₹30,888 | 490 ₹28,028 Lowest |
| 2.00 | Material and Labour for scarifying or picking existing gravelled, macadam or bituminous macadam not exceeding 400mm sqm depth exc 50 mm but n. exc. 100mm and removal of debris from site, spread and levelling as specified and directed. | 613 | X Sqm | 90 ₹55,170 | 60 ₹36,780 Lowest |
| 3.00 | Material and Labour Preparing black top surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with mechanical air compressor to remove all loose dirt etc complete all as specified and directed. | 2,037 | X Sqm | 72 ₹1,46,664 | 50 ₹1,01,850 Lowest |
| 4.00 | Material and labour for repairs to unleveled surfaces, depression, road side cuts etc., by filling premixed bituminous macadam using VG-30 paving bitumen @ 4% by weight to total mix in unleveled surfaces, depression, road side cuts etc .laid, rolled and compacted to required gradient and camber with 8 to 12 ton power roller (consolidated thickness of 75 mm or less) and laid by mechanical paver complete all as specified and directed.
Note:- The rate to be worked out by the contractor for quoting their rate for this items is on the basis of binder content of 4% of the total mix by weight. At the time of actual design mix for the bitumen content more than the specified percentage contractor shall not be reimbursed any extra cost and bitumen content less than the specified percentage then rate shall be adjusted on minus side based on prevailing rate of bitumen. | 257 | Cum | 6,480 ₹16,65,360 Lowest | 7,800 ₹20,04,600 |
| 5.00 | Material and Labour for Applying evenly a tack coat of cold catanic bitumen emulsion (RS-1) rapid setting emulsion (oil based cold catonic primer only) @ 3kg/10 Sqm on bituminous surfaces confiriming to IS-8887-2004 and specification as per MORTH, using mechanical sprayer after cleaning of existing surfaces all as specified and directed. | 2,020 | X Sqm | 270 ₹5,45,400 Lowest | 350 ₹7,07,000 |
| 6.00 | Material and Labour for Applying evenly a primer coat of cold catanic bitumen emulsion SS1 confiriming to IS-8887 at a rate of application 1kg/Sqm on surfaces of WMM/WBM as specified in Table 500-3 of MORTH, using mechanical sprayer after cleaning of existing surfaces all as specified and directed. | 120 | X Sqm | 540 ₹64,800 Lowest | 600 ₹72,000 |
| 7.00 | Material and labour for 150mm thick (compacted thickness in two layers, each layer of 75mm thick) WBM with coarse aggregate of granite trap or basalt of grading 2 (63 to 43mm size) or of grading 3 (50 to 20mm size) spread, rolled, and consolidated to gradient and camber required. | 120 | X Sqm | 2,700 ₹3,24,000 | 2,500 ₹3,00,000 Lowest |
| 8.00 | Material and Labour for semi dense asphaltic concrete 30mm (consolidated thickness) using graded crushed stone aggregate premixed with binder (paving grade bitumen VG-30 grade) @ 5.5 % by weight of total mix & hydraulic lime filler, rolled and compacted to required camber and gradient complete all as specified and directed.
Note: The rates to be worked out by the contractor for quoting their rate for this item is on the basis of binder content of 5.5% of the total mix by weight. At the time of actual design mix for the bitumen content more than the specified percentage contractor shall not be reimbursed any extra cost and bitumen content less than the specified percentage then rate shall be adjusted on minus side based on pevailing rate of bitumen. | 2,085 | X Sqm | 3,060 ₹63,80,100 Lowest | 3,200 ₹66,72,000 |
| 9.00 | Material and Labour for semi dense asphaltic concrete 40mm (consolidated thickness) using graded crushed stone aggregate premixed with binder (paving grade bitumen VG-30 grade) @ 5.5 % by weight of total mix & hydraulic lime filler, rolled and compacted to require camber and gradient complete all as specified and directed. | 120 | X Sqm | 4,050 ₹4,86,000 Lowest | 4,500 ₹5,40,000 |
| 10.00 | Material and labour for applying evenly a priming/ tack coat with bituminous primer of paving bitumen (VG-10) at 5.0 kg per 10 sq meter complete all as specified and directed. | 447 | X Sqm | 288 ₹1,28,736 Lowest | 450 ₹2,01,150 |
Tender Value
₹1.5 Cr
EMD Value
₹2.3 L
Closing Date
23 Sept 2025, 6:00 pmClosed
CWE AF NAGPUR
HQ CWE AF NAGPUR VAYUSENA NAGAR, NAGPUR 440007 MILITARY ENGINEER SERVICES
REPAIRS TO CERTAIN ROADS AND ROAD FURNITURE IN DOMESTIC/ X AREA AT 28 ED AFS AMLA
2025_MES_726719_1
80705
Open Tender
Civil Works - Roads
Item Rate
GE AF AMLA
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,000
GE AF AMLA
₹2.3 L
Yes
19 Nov 2025
19 Aug 2025
25 Sept 2025
19 Aug 2025
23 Sept 2025
9 Sept 2025
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