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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹91.0 LAccepted-AOC OPP AIR FORCE STATION VPO SORANA DISTT SAHARANPUR UP PIN 247 232 | SAHARANPUR | UTTAR PRADESH | 247232 | ₹91.0 L Quoted ₹91.6 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹98.8 LRejected-AOC 51 212D 3E K V NAGAR NEAR ADARSH NAGAR KHERIA MOD AGRA UP 282001 | AGRA | UTTAR PRADESH | 282001 | ₹98.8 L | L2 | Rejected-AOC Rejected |
| 3 | L3₹1.1 CrRejected-AOC H NO 1366 3 GALI NO 6 MATA ROAD NEAR HAPPY MODEL SCHOOL RAJIV NAGAR GURGAON 122 001 HARYANA | GURGAON | GURGAON | HARYANA | 122001 | ₹1.1 Cr | L3 | Rejected-AOC Rejected |
| 4 | L4₹1.1 CrRejected-AOC VILL P O MIRAGPUR DISTT SAHARANPUR 247554 U P | SAHARANPUR | UTTAR PRADESH | 247554 | ₹1.1 Cr | L4 | Rejected-AOC Rejected |
| 5 | L5₹1.1 CrRejected-AOC 452 1 STREET NO 2A KAULAGARH ROAD RAJENDRA NAGAR DEHRADUN UTTARAKHAND 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹1.1 Cr | L5 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | PAWAN KUMAR L3 | SETHI BROTHERS L2 | SUBHASH CHAND CONTRACTOR L1 | sath sahib associates L4 | M/S SEWA AND SERVE BUILDERS L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc. 30 cm deep and averaging 15 deep and getting out in hard/dense soil complete all as specified and directed. | 1,690 | Sqm | 20 ₹33,800 | 30 ₹50,700 | 15 ₹25,350 Lowest | 50 ₹84,500 | 20 ₹33,800 |
| 2.00 | Excavating over area, n.exc 1.5 m deep & getting out in hard/dense soil complete all as specified and directed. | 15 | Cum | 400 ₹6,000 | 250 ₹3,750 | 200 ₹3,000 Lowest | 200 ₹3,000 Lowest | 250 ₹3,750 |
| 3.00 | Rolling and consolidating formation surface in cutting/ fillings with power roller exc 8 tonne & n exc 12 tonne complete all as specified and directed. | 169 | X Sqm | 150 ₹25,350 | 12 ₹2,028 Lowest | 25 ₹4,225 | 100 ₹16,900 | 800 ₹1,35,200 |
| 4.00 | M&L for 150mm spred thickness, soling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed. | 169 | X Sqm | 2,500 ₹4,22,500 | 1,360.9 ₹2,29,992.1 Lowest | 2,700 ₹4,56,300 | 3,000 ₹5,07,000 | 2,500 ₹4,22,500 |
| 5.00 | M & L for WBM 150mm thick (compacted thickness) laid in two layers of 75 mm each with coarse aggregate spcified as per latest IRC 44 edition, spread, rolled and consolidated to required gradient and camber complete all as specified and directed. | 169 | X Sqm | 2,500 ₹4,22,500 | 1,360.9 ₹2,29,992.1 Lowest | 2,700 ₹4,56,300 | 3,000 ₹5,07,000 | 2,200 ₹3,71,800 |
| 6.00 | M&L for preparation of water bound macadam surface of road by brushing with wire brushes for removing caked mud etc. and sweeping with mechanical broomers and finally with air compressors to remove all loose dirt etc. and applying evenly a priming/tack coat with bituminous primer paving bitumen VG-10 @ 10 kg per 10 Sqm complete all as specified and directed. | 169 | XSqm | 500 ₹84,500 | 150 ₹25,350 Lowest | 200 ₹33,800 | 500 ₹84,500 | 200 ₹33,800 |
| 7.00 | M&L for preparation of black top surface by brushing with mechanical broomer for removing caked mud etc sweeping with mechanical broomers and finally with air compressors to remove all loose dirt etc, having black top surface and applying evenly a priming/tack coat with paving bitumen VG-10 @ 5 kg per 10 Sqm complete all as specified and directed. | 1,340 | XSqm | 350 ₹4,69,000 | 100 ₹1,34,000 Lowest | 250 ₹3,35,000 | 300 ₹4,02,000 | 150 ₹2,01,000 |
| 8.00 | M&L for bituminous premix asphaltic semi-dense concrete 30mm consolidated thickness using viscosity grade VG-30 with 5.5% binder content by weight or total mix rolled and compacted with vibromatic roller to required camber and gradient complete all as specified and directed. | 1,340 | XSqm | 4,500 ₹60,30,000 | 4,900 ₹65,66,000 | 3,600 ₹48,24,000 Lowest | 4,000 ₹53,60,000 | 4,650 ₹62,31,000 |
| 9.00 | M&L for premixed bituminous macadam laid/rolled with power roller 8 to 12 tonne roller and compacted to required gradient & camber (consolidated thickness 75mm or less) and binder content 4% (Viscocity grade Bitumen VG-30) by weight of total mix complete all as specified and directed. | 160 | Cum | 6,000 ₹9,60,000 Lowest | 8,950 ₹14,32,000 | 6,500 ₹10,40,000 | 8,000 ₹12,80,000 | 8,000 ₹12,80,000 |
| 10.00 | M&L for preparation of road surfaces and applying thermoplastic reflective paint in marking of minimum 2 mm thick single coat as in centre line and edge line road marking of 100 mm width thermoplastic paint (Hot application) white/ yellow by indigenous modern propelled road marking machine as directed including all ingredients such as blinder, glass beads, Titanium dioxide calcium carbonate inter fillers, thermoplastic requirement for glass beads shall be the table No 800.4 of MORTH specification including spraying of glass beads etc all as per manufacture instructions complete all as specified and directed. | 800 | Sqm | 400 ₹3,20,000 | 200 ₹1,60,000 Lowest | 450 ₹3,60,000 | 450 ₹3,60,000 | 550 ₹4,40,000 |
Tender Value
₹1.1 Cr
EMD Value
₹1.9 L
Closing Date
29 May 2026, 6:00 pmClosed
CWE Dehradun
HQ CWE Dehradun
SPECIAL REPAIR /RESURFACING OF ROAD INCL CONNECTED ITEMS FROM PJ GATE TO THIMAYA GATE AND CONNECTED AREA AT RIMC DEHRADUN
2026_MES_763148_1
1013/DDN/E8
Open Tender
Civil Works - Roads
Item Rate
120 days
Dehradun
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
Yes
GE Dehradun
₹1.9 L
Yes
16 Jul 2026
2 May 2026
1 Jun 2026
2 May 2026
29 May 2026
23 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc. 30 cm deep and averaging 15 deep and getting out in hard/dense soil complete all as specified and directed. | 1,690 | Sqm | - | - |
| 2 | Excavating over area, n.exc 1.5 m deep & getting out in hard/dense soil complete all as specified and directed. | 15 | Cum | - | - |
| 3 | Rolling and consolidating formation surface in cutting/ fillings with power roller exc 8 tonne & n exc 12 tonne complete all as specified and directed. | 169 | X Sqm | - | - |
| 4 | M&L for 150mm spred thickness, soling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed. | 169 | X Sqm | - | - |
| 5 | M & L for WBM 150mm thick (compacted thickness) laid in two layers of 75 mm each with coarse aggregate spcified as per latest IRC 44 edition, spread, rolled and consolidated to required gradient and camber complete all as specified and directed. | 169 | X Sqm | - | - |
| 6 | M&L for preparation of water bound macadam surface of road by brushing with wire brushes for removing caked mud etc. and sweeping with mechanical broomers and finally with air compressors to remove all loose dirt etc. and applying evenly a priming/tack coat with bituminous primer paving bitumen VG-10 @ 10 kg per 10 Sqm complete all as specified and directed. | 169 | XSqm | - | - |
| 7 | M&L for preparation of black top surface by brushing with mechanical broomer for removing caked mud etc sweeping with mechanical broomers and finally with air compressors to remove all loose dirt etc, having black top surface and applying evenly a priming/tack coat with paving bitumen VG-10 @ 5 kg per 10 Sqm complete all as specified and directed. | 1,340 | XSqm | - | - |
| 8 | M&L for bituminous premix asphaltic semi-dense concrete 30mm consolidated thickness using viscosity grade VG-30 with 5.5% binder content by weight or total mix rolled and compacted with vibromatic roller to required camber and gradient complete all as specified and directed. | 1,340 | XSqm | - | - |
| 9 | M&L for premixed bituminous macadam laid/rolled with power roller 8 to 12 tonne roller and compacted to required gradient & camber (consolidated thickness 75mm or less) and binder content 4% (Viscocity grade Bitumen VG-30) by weight of total mix complete all as specified and directed. | 160 | Cum | - | - |
| 10 | M&L for preparation of road surfaces and applying thermoplastic reflective paint in marking of minimum 2 mm thick single coat as in centre line and edge line road marking of 100 mm width thermoplastic paint (Hot application) white/ yellow by indigenous modern propelled road marking machine as directed including all ingredients such as blinder, glass beads, Titanium dioxide calcium carbonate inter fillers, thermoplastic requirement for glass beads shall be the table No 800.4 of MORTH specification including spraying of glass beads etc all as per manufacture instructions complete all as specified and directed. | 800 | Sqm | - | - |
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