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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.7 LAccepted-AOC 1286 TOTA RAM KI DHANI JAISALMER RAJ 345001 | JAISALMER | JAISALMER | RAJASTHAN | 345001 | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹40.9 L+₹4.1 L (11.2%)Rejected-Finance VILL JASSAI DISTRICT BARMER RAJ 344001 | JASSAI | BARMER | RAJASTHAN | 344001 | L2 | Rejected-Finance Other than Lowest | |
| 3 | L3₹44.4 L+₹7.6 L (20.7%)Rejected-Finance H NO 547 MAHADEV CIRCLE INDIRA COLONY JAISALMER RAJASTHAN 345001 | JAISALMER | JAISALMER | RAJASTHAN | 345001 | L3 | Rejected-Finance Other than Lowest |
| Sl No | Description | Qty | Unit | GEMRARAMCONTRACTOR L1 | m/s jogaram sujaram L2 | BHAWANI CONSTRUCTION COMPANY L3 |
|---|---|---|---|---|---|---|
| 1.00 | M&L for repair to pot holes of 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 25 mm in depth and making good by filling in screened and graded road metal, watering and well ramming (including supply of road metal) complete all as specified and directed by Engineer-in-Charge. | 2 | 10 SQM | 2,000 ₹4,000 Lowest | 2,500 ₹5,000 | 2,000 ₹4,000 Lowest |
| 2.00 | M&L for scarifying or picking gravelled, macadam or bituminous macadam surfaces exceeding 50mm and not exceeding 100mm deep in area not exc 400 sqm complete all as specified and directed by Engineer-in-Charge. | 20 | 10 SQM | 150 ₹3,000 Lowest | 200 ₹4,000 | 250 ₹5,000 |
| 3.00 | M&L for 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 as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and as directed by Engineer - in - Charge. | 20 | 10 SQM | 150 ₹3,000 Lowest | 200 ₹4,000 | 350 ₹7,000 |
| 4.00 | M&L for Premix bituminous macadam of paving bitumen of VG-30 grade with 4% binder content by weight of total mix, any penetration laid /rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less) complete rolling to uniform smooth surface with 8 to 10 ton power road roller complete all as specified and directed by Engineer-in-Charge. | 9 | CUM | 6,000 ₹54,000 Lowest | 6,500 ₹58,500 | 7,000 ₹63,000 |
| 5.00 | Preparing of existing black top surfaces by brushing with steel 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 as directed by Engineer - in - Charge. | 438 | 10 SQM | 100 ₹43,800 Lowest | 150 ₹65,700 | 300 ₹1,31,400 |
| 6.00 | M&L for applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.25 kg/sqm on bituminous surface as specified in Table 500-5 of MaRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface complete all as specified and as directed by Engineer - in - Charge. | 438 | 10 SQM | 150 ₹65,700 Lowest | 200 ₹87,600 | 300 ₹1,31,400 |
| 7.00 | M&L for bituminous premix semi dense asphaltic concrete (SDAC), 30 mm thick (consilidated average thickness) in single layer using paving bitumen of grade 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 road roller to achive the required compactness, camber and gradient finished complete including (cutting of edges of roads straight and site clearance) etc complete all as specified and as directed by Engineer - in - Charge. | 438 | 10 SQM | 4,000 ₹17,52,000 | 4,200 ₹18,39,600 | 3,500 ₹15,33,000 Lowest |
| 8.00 | M&L for marking 2 mm thick of 01 coat of painting lines, center in stop line, dashes, arrows, letters, zebra crossing, speed breakers etc on roads pavements and the like not exc 15 cm wide with road marking paint, white or golden yellow as per IRC pattern with thermo plastic paint of approved make and mix with 8% mica sign applicator machine, complete with traffic diversion arrangement complete all as specified and directed by Engineer-in-Charge. | 150 | SQM | 350 ₹52,500 Lowest | 380 ₹57,000 | 450 ₹67,500 |
| 9.00 | S&F in repair metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B-1, complete all as specified and as directed by Engineer - in - Charge. | 15 | EACH | 1,000 ₹15,000 Lowest | 1,200 ₹18,000 | 1,500 ₹22,500 |
| 10.00 | S&F in repair 750mm dia convex mirror mounted on metal sheet body and frame work suitable for road side mounted on stainless steel pipe 50mm dia (grade-304) and thickness gauge 18 for mirror button each 1.20m high above GL and fixed with PCC 1:3:6 type C-2 including frame work, welding and jointing complete also including dismantling of old unserviceable convex mirror with body complete all as specified and directed by Engineer-in-Charge. | 4 | EACH | 6,000 ₹24,000 | 6,200 ₹24,800 | 5,000 ₹20,000 Lowest |
Tender Value
₹33.6 L
EMD Value
₹67,500
Closing Date
6 May 2026, 6:00 pmClosed
CWE (A) Jaisalmer
HQ CWE ARMY JAISALMER 345001 RAJASTHAN
SPL REPAIR TO ROAD FROM VTC TO HRDC AREA UNDER GE (A) JAISALMER
2026_MES_756698_2
84409/C/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
JAISALMER
AS PER NIT
8 documents required · 8 mandatory
₹500
GE ARMY JAISALMER
₹67,500
Yes
22 Jun 2026
24 Apr 2026
8 May 2026
24 Apr 2026
6 May 2026
1 May 2026
24 Apr 2026 - 27 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | M&L for repair to pot holes of 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 25 mm in depth and making good by filling in screened and graded road metal, watering and well ramming (including supply of road metal) complete all as specified and directed by Engineer-in-Charge. | - | 10 SQM | - | - |
| - | M&L for scarifying or picking gravelled, macadam or bituminous macadam surfaces exceeding 50mm and not exceeding 100mm deep in area not exc 400 sqm complete all as specified and directed by Engineer-in-Charge. | - | 10 SQM | - | - |
| - | M&L for 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 as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and as directed by Engineer - in - Charge. | - | 10 SQM | - | - |
| - | M&L for Premix bituminous macadam of paving bitumen of VG-30 grade with 4% binder content by weight of total mix, any penetration laid /rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less) complete rolling to uniform smooth surface with 8 to 10 ton power road roller complete all as specified and directed by Engineer-in-Charge. | - | CUM | - | - |
| - | Preparing of existing black top surfaces by brushing with steel 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 as directed by Engineer - in - Charge. | - | 10 SQM | - | - |
| - | M&L for applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.25 kg/sqm on bituminous surface as specified in Table 500-5 of MaRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface complete all as specified and as directed by Engineer - in - Charge. | - | 10 SQM | - | - |
| - | M&L for bituminous premix semi dense asphaltic concrete (SDAC), 30 mm thick (consilidated average thickness) in single layer using paving bitumen of grade 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 road roller to achive the required compactness, camber and gradient finished complete including (cutting of edges of roads straight and site clearance) etc complete all as specified and as directed by Engineer - in - Charge. | - | 10 SQM | - | - |
| - | M&L for marking 2 mm thick of 01 coat of painting lines, center in stop line, dashes, arrows, letters, zebra crossing, speed breakers etc on roads pavements and the like not exc 15 cm wide with road marking paint, white or golden yellow as per IRC pattern with thermo plastic paint of approved make and mix with 8% mica sign applicator machine, complete with traffic diversion arrangement complete all as specified and directed by Engineer-in-Charge. | - | SQM | - | - |
| - | S&F in repair metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B-1, complete all as specified and as directed by Engineer - in - Charge. | - | EACH | - | - |
| - | S&F in repair 750mm dia convex mirror mounted on metal sheet body and frame work suitable for road side mounted on stainless steel pipe 50mm dia (grade-304) and thickness gauge 18 for mirror button each 1.20m high above GL and fixed with PCC 1:3:6 type C-2 including frame work, welding and jointing complete also including dismantling of old unserviceable convex mirror with body complete all as specified and directed by Engineer-in-Charge. | - | EACH | - | - |
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