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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹65.9 LAdmitted-Finance | ₹65.9 L | L1 | Admitted-Finance |
| 2 | L2₹67.6 L+₹1.7 L (2.53%)Admitted-Finance | ₹67.6 L+₹1.7 L (2.53%) | L2 | Admitted-Finance |
| 3 | L3₹68.4 L+₹2.5 L (3.83%)Admitted-Finance | ₹68.4 L+₹2.5 L (3.83%) | L3 | Admitted-Finance |
| 4 | L4₹71.5 L+₹5.6 L (8.48%)Admitted-Finance MILLONALLY LANE 3 POST TINSUKIA ASSAM PIN 786125 | TINSUKIA | TINSUKIA | ASSAM | 786125 | ₹71.5 L+₹5.6 L (8.48%) | L4 | Admitted-Finance |
| 5 | L5₹73.1 L+₹7.2 L (11.0%)Admitted-Finance KALIBARI ROAD M S PAUL ENTERPRISE KALIBARI ROAD LUMDING KAMRUP METRO ASSAM 781001 | KAMRUP METRO | ASSAM | 781001 | ₹73.1 L+₹7.2 L (11.0%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S D R GOPE L4 | M/S Y&Y ENTERPRISES L3 | DEBROYENTERPRISE L1 | M/s NARAYAN MUKHERJEE & CO L2 | PAUL ENTERPRISE L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying or picking gravelled macadam or bituminous macadam surface 10 in area n exc 400 Sqm (Depth exc 50mm and nexc 100mm) and removing materials from site of work or staking at site for reuse all as specified and as directed | 12 | 10 Sqm | 800 ₹9,600 | 400 ₹4,800 | 380 ₹4,560 Lowest | 734 ₹8,808 | 900 ₹10,800 |
| 2.00 | Laying and compacting 75 mm thick (compacted thickness) WBM Water Bound Macadam grading as pe table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material remixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 | 12 | 10 Sqm | 3,900 ₹46,800 | 9,500 ₹1,14,000 | 3,500 ₹42,000 Lowest | 3,700 ₹44,400 | 4,000 ₹48,000 |
| 3.00 | M&L for preparation WBM surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the clean surface with gunny bags to remove all loose dirt etc. | 12 | 10 Sqm | 620 ₹7,440 | 240 ₹2,880 Lowest | 380 ₹4,560 | 580 ₹6,960 | 800 ₹9,600 |
| 4.00 | M & L for priming coat on WBM surface with bitumen emulsion (SS-1, grade confirming to IS 8887) on prepared surface at the rate of 8.5 kg per 10 Sqm complete all as specified and as directed. | 12 | 10 Sqm | 1,300 ₹15,600 | 835 ₹10,020 Lowest | 900 ₹10,800 | 1,100 ₹13,200 | 1,400 ₹16,800 |
| 5.00 | Repair to potholes of depth exceeding 30 mm, not exceeding 1 sqm 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, making good by applying tack coat w at the rate of 5 kg per 10 sqm, putting in premixed macadam, well rammed and sealed with binder 9.8 Kg per 10 Sqm, blinded with 0.09 cum of stone chipping, 6.3 mm size and again well rammed (including supply of premixed binder and chippings) complete all as specified and ditected. | 15 | 10 Sqm | 3,800 ₹57,000 | 3,588.6 ₹53,829 Lowest | 4,500 ₹67,500 | 3,700 ₹55,500 | 3,950 ₹59,250 |
| 6.00 | M & L for laying Premix bituminous, macadam average consolidated thickness n exc 50 mm using graded crushed stone aggregate grading with aggregate size 19 mm mixed with paving bitumen of VG-30 mixed @ 4% by weight of total mix rolled and compacted with 8 to 12 tonne power road roller to required gradient and camber complete all as specified and directed. | 46 | Cum | 16,000 ₹7,36,000 | 12,000 ₹5,52,000 Lowest | 12,000 ₹5,52,000 Lowest | 15,500 ₹7,13,000 | 16,200 ₹7,45,200 |
| 7.00 | M&L for preparing existing black top surface of road by brushing with steel wire brush for removing caked mud etc sweeping with brush and finally fanning the cleared surface with gunny begs to remove all loose dirt etc. | 492 | 10 Sqm | 420 ₹2,06,640 | 200 ₹98,400 Lowest | 280 ₹1,37,760 | 350 ₹1,72,200 | 450 ₹2,21,400 |
| 8.00 | M & L for applying tack coat on existing bituminous, cement concrete or primed granular surface to ensure a bond between the surface being paved and the overlaying course with cationic bitumen emulsion RS-I grade at the rate of 5 kg per 10 sqm of surface complete all as specified and as directed | 492 | 10 Sqm | 690 ₹3,39,480 | 620 ₹3,05,040 | 480 ₹2,36,160 Lowest | 590 ₹2,90,280 | 720 ₹3,54,240 |
| 9.00 | M & L for bituminous concrete Averaging 40 mm (compacted-thickness) SDAC 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 as directed. | 492 | 10 Sqm | 7,100 ₹34,93,200 | 8,000 ₹39,36,000 | 7,800 ₹38,37,600 | 6,963 ₹34,25,796 Lowest | 7,200 ₹35,42,400 |
| 10.00 | M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. | 300 | Sqm | 850 ₹2,55,000 | 790 ₹2,37,000 | 700 ₹2,10,000 Lowest | 750 ₹2,25,000 | 920 ₹2,76,000 |
Tender Value
₹65 L
EMD Value
₹1.3 L
Closing Date
12 Aug 2026, 6:00 pmClosed
CWE DINJAN
COMMANDER WORKS ENGINEER DINJAN
REPAIR MAINTENANCE OF INTERNAL ROADS AT LEKHAPANI MIL STN UNDER GE DINJAN NO 2
2026_MES_768019_2
84560/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 NO 2
₹1.3 L
Yes
7 Sept 2026
23 Jul 2026
19 Aug 2026
23 Jul 2026
12 Aug 2026
31 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Scarifying or picking gravelled macadam or bituminous macadam surface 10 in area n exc 400 Sqm (Depth exc 50mm and nexc 100mm) and removing materials from site of work or staking at site for reuse all as specified and as directed | 12 | 10 Sqm | - | - |
| 2 | Laying and compacting 75 mm thick (compacted thickness) WBM Water Bound Macadam grading as pe table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material remixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 | 12 | 10 Sqm | - | - |
| 3 | M&L for preparation WBM surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the clean surface with gunny bags to remove all loose dirt etc. | 12 | 10 Sqm | - | - |
| 4 | M & L for priming coat on WBM surface with bitumen emulsion (SS-1, grade confirming to IS 8887) on prepared surface at the rate of 8.5 kg per 10 Sqm complete all as specified and as directed. | 12 | 10 Sqm | - | - |
| 5 | Repair to potholes of depth exceeding 30 mm, not exceeding 1 sqm 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, making good by applying tack coat w at the rate of 5 kg per 10 sqm, putting in premixed macadam, well rammed and sealed with binder 9.8 Kg per 10 Sqm, blinded with 0.09 cum of stone chipping, 6.3 mm size and again well rammed (including supply of premixed binder and chippings) complete all as specified and ditected. | 15 | 10 Sqm | - | - |
| 6 | M & L for laying Premix bituminous, macadam average consolidated thickness n exc 50 mm using graded crushed stone aggregate grading with aggregate size 19 mm mixed with paving bitumen of VG-30 mixed @ 4% by weight of total mix rolled and compacted with 8 to 12 tonne power road roller to required gradient and camber complete all as specified and directed. | 46 | Cum | - | - |
| 7 | M&L for preparing existing black top surface of road by brushing with steel wire brush for removing caked mud etc sweeping with brush and finally fanning the cleared surface with gunny begs to remove all loose dirt etc. | 492 | 10 Sqm | - | - |
| 8 | M & L for applying tack coat on existing bituminous, cement concrete or primed granular surface to ensure a bond between the surface being paved and the overlaying course with cationic bitumen emulsion RS-I grade at the rate of 5 kg per 10 sqm of surface complete all as specified and as directed | 492 | 10 Sqm | - | - |
| 9 | M & L for bituminous concrete Averaging 40 mm (compacted-thickness) SDAC 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 as directed. | 492 | 10 Sqm | - | - |
| 10 | M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. | 300 | Sqm | - | - |
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