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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.6 LAdmitted-Finance | ₹74.6 L | L1 | Admitted-Finance |
| 2 | L2₹77.6 L+₹3.0 L (3.97%)Admitted-Finance NAKARI BORIGAON SIDING JORHAT 785001 ASSAM | JORHAT | JORHAT | ASSAM | 785001 | ₹77.6 L+₹3.0 L (3.97%) | L2 | Admitted-Finance |
| 3 | L3₹77.8 L+₹3.2 L (4.26%)Admitted-Finance | ₹77.8 L+₹3.2 L (4.26%) | L3 | Admitted-Finance |
| 4 | L4₹79.2 L+₹4.6 L (6.17%)Admitted-Finance | ₹79.2 L+₹4.6 L (6.17%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical VERIFIED AND NOT ADMITTED FOR F-BID OPENING DUE TO VALUE OF BALANCE WORK IN HAND IS MORE THAN 05 TIMES THE UPPERTENDRING LIMIT FOR E CLASS CONTRACTR (i.e. 25 LAKHS) |
| Sl No | Description | Qty | Unit | M/S AK SINGH L1 | M/s T D Sen and Co L3 | M/S Praduman Kumar Sharma L4 | HEMONTA DAS L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | M&L Repairs to Potholes of any depth, not exc. 1.00 SQM Each including Sweeping free from Dust, Mud or Water, Scoring Sunken Surfaces in Roads, Paths, etc., Cutting around Edges to at least 25mm in Depth, Making Good by Applying Tack Coat at 5.0 KG PER 10 SQM, Putting in Premixed Bituminous Macadam, Well Rammed and Sealed with Binder 9.8 KG PER 10 SQM, blended with 0.09 CUM of Stone Chippings, 6.3mm Size and again Well Rammed (including Supply of Premixed Macadam, Binder and Chippings), Depth of Potholes exc. 30mm, complete all as specified and as directed.
NOTE : The Potholes are to be repaired in Independent Locations only. | 8 | TEN SQUARE METRE | 1,800 ₹14,400 Lowest | 3,300 ₹26,400 | 1,850 ₹14,800 | 2,000 ₹16,000 |
| 2.00 | Scarifying or Picking Gravelled Macadam or Bituminous Macadam Surfaces in Area not exc. 400 Sqm and Depth exc. 50mm and not exc. 100mm, complete all as specified and as directed. | 4 | TEN SQUARE METRE | 250 ₹1,000 | 750 ₹3,000 | 130 ₹520 Lowest | 506 ₹2,024 |
| 3.00 | M&L Water Bound Macadam (WBM) 7.5 Cm thick (compacted thickness) with Granite, Trap or Basalt Coarse Aggregate of Grading 2 (63mm to 40mm Size) or of Grading 3 (50mm to 20mm Size), Spread, Rolled and Consolidated to Gradient and Camber as required using Vibratory Power Roller exc. 8 Tonne and not exc. 12 Tonne capacity, complete all as specified and as directed. | 4 | TEN SQUARE METRE | 5,300 ₹21,200 | 3,500 ₹14,000 | 3,000 ₹12,000 Lowest | 3,500 ₹14,000 |
| 4.00 | M&L Premix Bituminous Macadam (Consolidated thickness 75mm or less) with Using Paving Bitumen of VG 30 Grade as Binder 4.0% by Weight of Total Mix, Laid, Rolled and Compacted to required Gradient and Camber, complete all as specified and as directed.
NOTE : Premix Bituminous, Macadam shall be designed as specified in the Particular Specifications. Contractor shall Quote Unit Rate considering Bitumen Contents as specified here-in-above. In case of any variation in Binder Content on Minus side, the same shall be adjusted @ Rs. 65.00 Per KG of Binder/ Bitumen. However, no Price Adjustment in the Quoted Unit Rate shall be made on Plus side. Cost of Filler is deem to be include in the Quoted Unit Rate. | 5 | CUBIC METRE | 7,300 ₹36,500 | 13,000 ₹65,000 | 7,200 ₹36,000 Lowest | 9,003 ₹45,015 |
| 5.00 | M&L Preparing Unsurfaced Water Bound Macadam (WBM) by brushing with Wire Brushes for Removing Caked, Mud, etc., Sweeping with Brooms and finally fanning the cleaned surface with Air Compressor to Remove all Loose Dirt, etc., complete all as specified and as directed. | 4 | TEN SQUARE METRE | 350 ₹1,400 | 1,000 ₹4,000 | 150 ₹600 Lowest | 300 ₹1,200 |
| 6.00 | M&L Applying Evenly a Prime Coat with Cationic Bitumen Emulsion SS1, conforming to IS:8887 at a rate of Application 7.0 - 10 KG Per 10 SQM on Surfaces of 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. | 4 | TEN SQUARE METRE | 650 ₹2,600 | 900 ₹3,600 | 250 ₹1,000 Lowest | 600 ₹2,400 |
| 7.00 | M&L Preparing existing Black Top Surfaces of Roads by brushing with Wire Brushes for Removing Caked, Mud, etc., Sweeping with Brooms and finally fanning the cleaned surface with Air Compressor to Remove all Loose Dirt, etc., complete all as specified and as directed. | 969 | TEN SQUARE METRE | 240 ₹2,32,560 | 500 ₹4,84,500 | 150 ₹1,45,350 | 90 ₹87,210 Lowest |
| 8.00 | M&L Applying Evenly a Tack Coat of Cationic Bitumen Emulsion (RS-1), Conforming to IS: 8887 at a Rate of Application of 2.0 - 3.0 KG Per 10 SQM on Surfaces of WMM/ WBM as specified in Table 500-5 of MoRTH Specification for Road and Bridge Works 2013, Using Mechanical Sprayer, complete all as specified and as directed. | 969 | TEN SQUARE METRE | 255 ₹2,47,095 | 500 ₹4,84,500 | 250 ₹2,42,250 Lowest | 250 ₹2,42,250 Lowest |
| 9.00 | M&L Bituminous Premix Semi Dense Asphaltic Concrete (SDAC) 40mm Consolidated thickness with 5.5% Binder Content (Using Paving Bitumen VG 30) by Weight of Total Mix, Laid with Propelled Mechanical Paver, Rolled and Compacted to required Camber and Gradient using Power Roller exc. 8 Tonne and not exc. 12 Tonne Capacity, complete all as specified and as directed.
NOTE : Semi Dense Asphaltic Concrete (SDAC) shall be designed as specified in the Particular Specifications. Contractor shall Quote Unit Rate considering Bitumen Contents as specified here-in-above. In case of any variation in Binder Content on Minus side, the same shall be adjusted @ Rs. 65.00 Per KG of Binder/ Bitumen. However, no Price Adjustment in the Quoted Unit Rate shall be made on Plus side. Cost of Filler is deem to be include in the Quoted Unit Rate. | 973 | TEN SQUARE METRE | 6,550 ₹63,73,150 | 6,300 ₹61,29,900 Lowest | 7,150 ₹69,56,950 | 7,000 ₹68,11,000 |
| 10.00 | M&L Preparing Bituminous Surfaces of Road and Marking 2.5mm thick Centre Lines, Stop Lines, Dashes, Arrows, etc. and the like not exc. 10 Cm 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 Instructions, complete all as specified and as directed. | 404 | TEN RUNNING METRE | 660 ₹2,66,640 | 590 ₹2,38,360 Lowest | 650 ₹2,62,600 | 700 ₹2,82,800 |
Tender Value
₹80 L
EMD Value
₹1.4 L
Closing Date
17 Aug 2026, 6:00 pmClosed
CWE (AF) JORHAT
HQ CWE (AF) JORHAT ROWRIAH 785004
84195/E8 REPAIRS TO CERTAIN BITUMINOUS ROADS, ROAD MARKING PAINT, ROAD FURNITURES AT TECH AREA UNDER GE (AF) JORHAT
2026_MES_777644_1
84195/E8
Open Tender
Civil Works
Item Rate
180 days
GE (AF) JORHAT
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
GE (AF) JORHAT
₹1.4 L
Yes
5 Sept 2026
10 Jul 2026
24 Aug 2026
11 Jul 2026
17 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L Repairs to Potholes of any depth, not exc. 1.00 SQM Each including Sweeping free from Dust, Mud or Water, Scoring Sunken Surfaces in Roads, Paths, etc., Cutting around Edges to at least 25mm in Depth, Making Good by Applying Tack Coat at 5.0 KG PER 10 SQM, Putting in Premixed Bituminous Macadam, Well Rammed and Sealed with Binder 9.8 KG PER 10 SQM, blended with 0.09 CUM of Stone Chippings, 6.3mm Size and again Well Rammed (including Supply of Premixed Macadam, Binder and Chippings), Depth of Potholes exc. 30mm, complete all as specified and as directed.
NOTE : The Potholes are to be repaired in Independent Locations only. | 8 | TEN SQUARE METRE | - | - |
| 2 | Scarifying or Picking Gravelled Macadam or Bituminous Macadam Surfaces in Area not exc. 400 Sqm and Depth exc. 50mm and not exc. 100mm, complete all as specified and as directed. | 4 | TEN SQUARE METRE | - | - |
| 3 | M&L Water Bound Macadam (WBM) 7.5 Cm thick (compacted thickness) with Granite, Trap or Basalt Coarse Aggregate of Grading 2 (63mm to 40mm Size) or of Grading 3 (50mm to 20mm Size), Spread, Rolled and Consolidated to Gradient and Camber as required using Vibratory Power Roller exc. 8 Tonne and not exc. 12 Tonne capacity, complete all as specified and as directed. | 4 | TEN SQUARE METRE | - | - |
| 4 | M&L Premix Bituminous Macadam (Consolidated thickness 75mm or less) with Using Paving Bitumen of VG 30 Grade as Binder 4.0% by Weight of Total Mix, Laid, Rolled and Compacted to required Gradient and Camber, complete all as specified and as directed.
NOTE : Premix Bituminous, Macadam shall be designed as specified in the Particular Specifications. Contractor shall Quote Unit Rate considering Bitumen Contents as specified here-in-above. In case of any variation in Binder Content on Minus side, the same shall be adjusted @ Rs. 65.00 Per KG of Binder/ Bitumen. However, no Price Adjustment in the Quoted Unit Rate shall be made on Plus side. Cost of Filler is deem to be include in the Quoted Unit Rate. | 5 | CUBIC METRE | - | - |
| 5 | M&L Preparing Unsurfaced Water Bound Macadam (WBM) by brushing with Wire Brushes for Removing Caked, Mud, etc., Sweeping with Brooms and finally fanning the cleaned surface with Air Compressor to Remove all Loose Dirt, etc., complete all as specified and as directed. | 4 | TEN SQUARE METRE | - | - |
| 6 | M&L Applying Evenly a Prime Coat with Cationic Bitumen Emulsion SS1, conforming to IS:8887 at a rate of Application 7.0 - 10 KG Per 10 SQM on Surfaces of 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. | 4 | TEN SQUARE METRE | - | - |
| 7 | M&L Preparing existing Black Top Surfaces of Roads by brushing with Wire Brushes for Removing Caked, Mud, etc., Sweeping with Brooms and finally fanning the cleaned surface with Air Compressor to Remove all Loose Dirt, etc., complete all as specified and as directed. | 969 | TEN SQUARE METRE | - | - |
| 8 | M&L Applying Evenly a Tack Coat of Cationic Bitumen Emulsion (RS-1), Conforming to IS: 8887 at a Rate of Application of 2.0 - 3.0 KG Per 10 SQM on Surfaces of WMM/ WBM as specified in Table 500-5 of MoRTH Specification for Road and Bridge Works 2013, Using Mechanical Sprayer, complete all as specified and as directed. | 969 | TEN SQUARE METRE | - | - |
| 9 | M&L Bituminous Premix Semi Dense Asphaltic Concrete (SDAC) 40mm Consolidated thickness with 5.5% Binder Content (Using Paving Bitumen VG 30) by Weight of Total Mix, Laid with Propelled Mechanical Paver, Rolled and Compacted to required Camber and Gradient using Power Roller exc. 8 Tonne and not exc. 12 Tonne Capacity, complete all as specified and as directed.
NOTE : Semi Dense Asphaltic Concrete (SDAC) shall be designed as specified in the Particular Specifications. Contractor shall Quote Unit Rate considering Bitumen Contents as specified here-in-above. In case of any variation in Binder Content on Minus side, the same shall be adjusted @ Rs. 65.00 Per KG of Binder/ Bitumen. However, no Price Adjustment in the Quoted Unit Rate shall be made on Plus side. Cost of Filler is deem to be include in the Quoted Unit Rate. | 973 | TEN SQUARE METRE | - | - |
| 10 | M&L Preparing Bituminous Surfaces of Road and Marking 2.5mm thick Centre Lines, Stop Lines, Dashes, Arrows, etc. and the like not exc. 10 Cm 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 Instructions, complete all as specified and as directed. | 404 | TEN RUNNING METRE | - | - |
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