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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹53.8 LAccepted-AOC | ₹53.8 L | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹59.8 LRejected-Finance 77 KAILASH PURI BIKANER RAJASTHAN PIN 334001 | BIKANER | RAJASTHAN | 334001 | ₹59.8 L | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| 3 | L3₹60.0 LRejected-Finance 1286 TOTA RAM KI DHANI JAISALMER RAJ 345001 | JAISALMER | JAISALMER | RAJASTHAN | 345001 | ₹60.0 L | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| 4 | L4₹72.5 LRejected-Finance H NO 547 MAHADEV CIRCLE INDIRA COLONY JAISALMER RAJASTHAN 345001 | JAISALMER | JAISALMER | RAJASTHAN | 345001 | ₹72.5 L | L4 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| Sl No | Description | Qty | Unit | M/s Madan Gopal Vyas L1 | ABHOG INFRASTRUCTURE PRIVATE LIMITED L2 | GEMRARAMCONTRACTOR L3 | BHAWANI CONSTRUCTION COMPANY L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) complete all as specified. | 27 | X Sqm | 1,000 ₹27,000 Lowest | 2,700 ₹72,900 | 1,800 ₹48,600 | 2,500 ₹67,500 |
| 2.00 | Preparing surfaces by brushing with wire brushes for removing caked mud etc. swe?eping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc.Complete all as specified and directed By Engineer-in Charge | 1,130 | XSqm | 100 ₹1,13,000 | 90 ₹1,01,700 Lowest | 100 ₹1,13,000 | 100 ₹1,13,000 |
| 3.00 | M&L Applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MaRTH specification for road and bridge works 2013, using mechanica sprayer after cleaning of existing surface as specified and Directed By Engineer-in-Charge | 1,130 | X Sqm | 100 ₹1,13,000 Lowest | 180 ₹2,03,400 | 150 ₹1,69,500 | 300 ₹3,39,000 |
| 4.00 | M&L For Bituminious premix semi dense asphaltic Concrete (SDAC),30mm thick (consolidated thickness)in single layer using paving bitumen VG-30 with 5.5%Binder content mixed in hot mix plant using design mix and laid by mechanical paver and rolled and compacted with using 8 to 10 tonne cap vibratory power roller to achieve the required compactness, camberand gradient finished complete including (cutting of Edge of road -straight and site clearance )etc Complete all as specified and Directed by Engineer-in-Charge | 1,130 | X Sqm | 3,700 ₹41,81,000 Lowest | 3,960 ₹44,74,800 | 4,000 ₹45,20,000 | 4,400 ₹49,72,000 |
| 5.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm Exc 50 mm and n exc 100 mm deep Unsurfaced Water Bound Macadam surfaces for removing
caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etcComplete all as specified and Directed By Engineer-in-Charge | 90 | XSqm | 100 ₹9,000 | 90 ₹8,100 Lowest | 200 ₹18,000 | 250 ₹22,500 |
| 6.00 | M&L Applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate o application of 0. 7-1 kg/sqm on surface o WMM/WBM/BM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed . | 117 | XSqm | 150 ₹17,550 Lowest | 180 ₹21,060 | 200 ₹23,400 | 300 ₹35,100 |
| 7.00 | M&L Premix bituminous, using 4% binder of VG-30 grade of paving bitumen, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness upto 75mm thick) complete all as specified. | 55 | Cum | 5,000 ₹2,75,000 Lowest | 5,760 ₹3,16,800 | 6,000 ₹3,30,000 | 7,000 ₹3,85,000 |
| 8.00 | M&L for 100mm thick Moorum/Red bajri, spread, rolled, consolidated & gradient and camber required all as specified and directed | 120 | X Sqm | 300 ₹36,000 | 400 ₹48,000 | 350 ₹42,000 | 250 ₹30,000 Lowest |
| 9.00 | Dismantaling Stone slabs and tiles laid Dry and Pointed of any description or thickness in floors, aprons etc. | 12 | XSqm | 50 ₹600 | 200 ₹2,400 | 30 ₹360 Lowest | 250 ₹3,000 |
| 10.00 | M&L For Sand Stone kerb of roughly squared stones of size 15cm x 30cm, dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 6mm for top and exposed surfaces of sides and 20mm for the rest of surfaces jointed in cement mortar1:6 and struckflush complete all as specified and directed by Engineer-in-Charge | 400 | RM | 280 ₹1,12,000 Lowest | 360 ₹1,44,000 | 400 ₹1,60,000 | 1,000 ₹4,00,000 |
Tender Value
₹55 L
EMD Value
₹1.1 L
Closing Date
18 Jun 2026, 6:00 pmClosed
CWE (A) JAISALMER
HQ CWE (A) JAISALMER
RESURFACING OF CERTAIN ROADS INCLUDING ROAD FURNITURE AND PATH INSIDE POKARAN AREA UNDER AGE (I) POKARAN
2026_MES_766819_1
84431/C/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
POKARAN
Please refer tender documents
8 documents required · 8 mandatory
₹1,000
AGE (I) POKARAN
₹1.1 L
Yes
5 Aug 2026
21 May 2026
19 Jun 2026
21 May 2026
18 Jun 2026
11 Jun 2026
21 May 2026 - 4 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) complete all as specified. | 27 | X Sqm | - | - |
| 2 | Preparing surfaces 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 Engineer-in Charge | 1,130 | XSqm | - | - |
| 3 | M&L Applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MaRTH specification for road and bridge works 2013, using mechanica sprayer after cleaning of existing surface as specified and Directed By Engineer-in-Charge | 1,130 | X Sqm | - | - |
| 4 | M&L For Bituminious premix semi dense asphaltic Concrete (SDAC),30mm thick (consolidated thickness)in single layer using paving bitumen VG-30 with 5.5%Binder content mixed in hot mix plant using design mix and laid by mechanical paver and rolled and compacted with using 8 to 10 tonne cap vibratory power roller to achieve the required compactness, camberand gradient finished complete including (cutting of Edge of road -straight and site clearance )etc Complete all as specified and Directed by Engineer-in-Charge | 1,130 | X Sqm | - | - |
| 5 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm Exc 50 mm and n exc 100 mm deep Unsurfaced Water Bound Macadam surfaces for removing
caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etcComplete all as specified and Directed By Engineer-in-Charge | 90 | XSqm | - | - |
| 6 | M&L Applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate o application of 0. 7-1 kg/sqm on surface o WMM/WBM/BM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed . | 117 | XSqm | - | - |
| 7 | M&L Premix bituminous, using 4% binder of VG-30 grade of paving bitumen, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness upto 75mm thick) complete all as specified. | 55 | Cum | - | - |
| 8 | M&L for 100mm thick Moorum/Red bajri, spread, rolled, consolidated & gradient and camber required all as specified and directed | 120 | X Sqm | - | - |
| 9 | Dismantaling Stone slabs and tiles laid Dry and Pointed of any description or thickness in floors, aprons etc. | 12 | XSqm | - | - |
| 10 | M&L For Sand Stone kerb of roughly squared stones of size 15cm x 30cm, dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 6mm for top and exposed surfaces of sides and 20mm for the rest of surfaces jointed in cement mortar1:6 and struckflush complete all as specified and directed by Engineer-in-Charge | 400 | RM | - | - |
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