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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.0 Cr+₹32,580 (0.32%)Admitted-Finance B 22 HQ ADG NEI GUWAHATI BABULAR BAZAAR TINSUKIA 786125 ASSAM | TINSUKIA | ASSAM | 786125 | ₹1.0 Cr+₹32,580 (0.32%) | L2 | Admitted-Finance |
| 3 | L3₹1.1 Cr+₹10.6 L (10.3%)Admitted-Finance LOONPURIA GAON AT ROAD PANITOLA PO PANITOLA 786183 DIST TINSUKIA ASSAM | TINSUKIA | ASSAM | 786183 | ₹1.1 Cr+₹10.6 L (10.3%) | L3 | Admitted-Finance |
| 4 | L4₹1.2 Cr+₹13.5 L (13.1%)Admitted-Finance 274 A 5TH LANE NISHATGANJ LUCKNOW UP PIN 226007 | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226007 | ₹1.2 Cr+₹13.5 L (13.1%) | L4 | Admitted-Finance |
| 5 | L5₹1.2 Cr+₹20.5 L (20.0%)Admitted-Finance KALU BASS SHRI DUNGARGARH BIKANER RAJASTHAN 331803 | BIKANER | BIKANER | RAJASTHAN | 331803 | ₹1.2 Cr+₹20.5 L (20.0%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Garg Brothers L2 | M/S A K BROTHERS L3 | M/s R L PAREEK L5 | V r traders L7 | The new hut furnitures L6 | M/S S.B. Singh and Sons L4 | M/s SRI RAM SWARUP YADAV L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 sqm, exc 50mm and n.exc 100mm deep removing and depositing to low lying area all as specified | 208 | 10 Sqm | 150 ₹31,200 Lowest | 190 ₹39,520 | 210 ₹43,680 | 229 ₹47,632 | 207 ₹43,056 | 160 ₹33,280 | 180 ₹37,440 |
| 2.00 | Laying and compacting 75mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directred | 208 | 10 Sqm | 3,000 ₹6,24,000 Lowest | 3,540 ₹7,36,320 | 3,700 ₹7,69,600 | 3,889 ₹8,08,912 | 3,900 ₹8,11,200 | 3,400 ₹7,07,200 | 3,200 ₹6,65,600 |
| 3.00 | M&L for premix bituminous, macadam with 4% binder (paving bitumen) laid/rolled Cum and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directred | 15.6 | Cum | 14,010 ₹2,18,556 | 14,530 ₹2,26,668 | 15,500 ₹2,41,800 | 16,999 ₹2,65,184.4 | 15,581 ₹2,43,063.6 | 16,500 ₹2,57,400 | 13,000 ₹2,02,800 Lowest |
| 4.00 | M&L for preparing unsurfaced Wet Mix Macadam 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 all as specified and directed by Engineer-in-Charge | 208 | 10 Sqm | 210 ₹43,680 | 270 ₹56,160 | 250 ₹52,000 | 299 ₹62,192 | 300 ₹62,400 | 275 ₹57,200 | 200 ₹41,600 Lowest |
| 5.00 | M&L for preparing black top surfaces by brushing with wire brushes for removing So caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc all as specified and directed by Engineer-in-Charge | 1,052 | 10 Sqm | 218 ₹2,29,336 Lowest | 249 ₹2,61,948 | 300 ₹3,15,600 | 299 ₹3,14,548 | 275 ₹2,89,300 | 330 ₹3,47,160 | 240 ₹2,52,480 |
| 6.00 | M&L for applying evenly a priming/tack coat with bituminous primer using paving bitumen at Per 10 Kg/Sqm all as specified and directed by Engineer-in-Charge. | 208 | 10 Sqm | 582 ₹1,21,056 | 450 ₹93,600 Lowest | 700 ₹1,45,600 | 519 ₹1,07,952 | 495 ₹1,02,960 | 550 ₹1,14,400 | 580 ₹1,20,640 |
| 7.00 | M&L for applying evenly a priming/tack coat with bituminous primer using paving bitumen at Per 5 Kg/Sqm all as specified and directed by Engineer-in-Charge. | 1,052 | 10 Sqm | 481 ₹5,06,012 | 570 ₹5,99,640 | 500 ₹5,26,000 | 689 ₹7,24,828 | 625 ₹6,57,500 | 675 ₹7,10,100 | 450 ₹4,73,400 Lowest |
| 8.00 | M&L for Bituminous premix asphaltic semi dense concrete 40 mm consolidated : thickness with 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient using paving bitumen any penetration complete all as specified and directed | 1,052 | 10 Sqm | 7,200 ₹75,74,400 | 7,720 ₹81,21,440 | 8,500 ₹89,42,000 | 8,989 ₹94,56,428 | 8,520 ₹89,63,040 | 7,685 ₹80,84,620 | 7,000 ₹73,64,000 Lowest |
| 9.00 | Repair to potholes, any depth, not exc 1.00 sqm each inlcuding sweeping free from dust and mud, scoring sunken surfaces in roads, paths, etc clutting around edges to at least 25 mm in depth, making good by applying tack coat @5 Kg/ X sqm, putting in premixed bituminous macadam, well rammed and sealed with binder (paving btumen VG-30) 9.80 Kg per /10 Sqm blinded with 0.09 cum of stone chippings @6.03mm size and again well rammed (including supply of premixed macadam, binder and chippings), depth of potholes exceeding 30mm complete all as specified and directed. | 8 | 10 Sqm | 300 ₹2,400 Lowest | 400 ₹3,200 | 600 ₹4,800 | 450 ₹3,600 | 425 ₹3,400 | 542 ₹4,336 | 500 ₹4,000 |
| 10.00 | Supply and fix cat eye solar reflective type of metal body alloy aof size 100mm x 100mm x 20mm with PAMA striplens reflector of model No DA 972.0 fixed with and inol MS stud of suitable size as per manufactures instructions | 470 | Each | 280 ₹1,31,600 Lowest | 350 ₹1,64,500 | 350 ₹1,64,500 | 419 ₹1,96,930 | 371 ₹1,74,370 | 380 ₹1,78,600 | 300 ₹1,41,000 |
Tender Value
₹1.0 Cr
EMD Value
₹1.8 L
Closing Date
17 Aug 2026, 6:00 pmClosed
CWE DINJAN
COMMANDER WORKS ENGINEER DINJAN
MAINT OF ROADS IN ZONE C AND D IN INTERNAL AREA UNDER GE DINJAN
2026_MES_763843_2
84554/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
GE DINJAN
AS PER TENDER DETAILS
8 documents required · 8 mandatory
₹1,000
GE DINJAN
₹1.8 L
Yes
2 Sept 2026
22 Jul 2026
24 Aug 2026
22 Jul 2026
17 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 sqm, exc 50mm and n.exc 100mm deep removing and depositing to low lying area all as specified | 208 | 10 Sqm | - | - |
| 2 | Laying and compacting 75mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directred | 208 | 10 Sqm | - | - |
| 3 | M&L for premix bituminous, macadam with 4% binder (paving bitumen) laid/rolled Cum and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directred | 15.6 | Cum | - | - |
| 4 | M&L for preparing unsurfaced Wet Mix Macadam 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 all as specified and directed by Engineer-in-Charge | 208 | 10 Sqm | - | - |
| 5 | M&L for preparing black top surfaces by brushing with wire brushes for removing So caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc all as specified and directed by Engineer-in-Charge | 1,052 | 10 Sqm | - | - |
| 6 | M&L for applying evenly a priming/tack coat with bituminous primer using paving bitumen at Per 10 Kg/Sqm all as specified and directed by Engineer-in-Charge. | 208 | 10 Sqm | - | - |
| 7 | M&L for applying evenly a priming/tack coat with bituminous primer using paving bitumen at Per 5 Kg/Sqm all as specified and directed by Engineer-in-Charge. | 1,052 | 10 Sqm | - | - |
| 8 | M&L for Bituminous premix asphaltic semi dense concrete 40 mm consolidated : thickness with 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient using paving bitumen any penetration complete all as specified and directed | 1,052 | 10 Sqm | - | - |
| 9 | Repair to potholes, any depth, not exc 1.00 sqm each inlcuding sweeping free from dust and mud, scoring sunken surfaces in roads, paths, etc clutting around edges to at least 25 mm in depth, making good by applying tack coat @5 Kg/ X sqm, putting in premixed bituminous macadam, well rammed and sealed with binder (paving btumen VG-30) 9.80 Kg per /10 Sqm blinded with 0.09 cum of stone chippings @6.03mm size and again well rammed (including supply of premixed macadam, binder and chippings), depth of potholes exceeding 30mm complete all as specified and directed. | 8 | 10 Sqm | - | - |
| 10 | Supply and fix cat eye solar reflective type of metal body alloy aof size 100mm x 100mm x 20mm with PAMA striplens reflector of model No DA 972.0 fixed with and inol MS stud of suitable size as per manufactures instructions | 470 | Each | - | - |
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