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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹19.5 L (15.5%)Admitted-Finance C O M KHARKARANG LUMJINGSUK BLOCK A MADANRTING SHILLONG 793021 | SHILLONG | EAST KHASI HILLS | MEGHALAYA | 793021 | ₹1.5 Cr+₹19.5 L (15.5%) | L2 | Admitted-Finance |
| 3 | L3₹1.5 Cr+₹25.7 L (20.4%)Admitted-Finance TUPKHANA PART 1 PO ARUNACHAL PS SILCHAR DIST CACHAR ASSAM 788025 | CACHAR | ASSAM | 788025 | ₹1.5 Cr+₹25.7 L (20.4%) | L3 | Admitted-Finance |
| 4 | L4₹1.5 Cr+₹26.8 L (21.3%)Admitted-Finance | ₹1.5 Cr+₹26.8 L (21.3%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical MISSION CHARIALI NH 37 A PO KETEKIBARI TEZPUR 784 154 ASSAM | SONITPUR | ASSAM | 784154 | - | - | Rejected-Technical Having appropriate category but three class below, hence rejected |
| Sl No | Description | Qty | Unit | Bhuiya Construction L2 | M/S R A ENTERPRISE L3 | M/S MANIK LAL GUPTA L4 | SHRI YOUNUS KHAN L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Material and labour for Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 Sqm and depth exc 50mm and n.exc 100 mm and removing unserviceable materials from site of work and stacking serviceable material for reuse at site complete all as specified and directed. | 101.16 | 10 Sqm | 551 ₹55,739.16 | 525 ₹53,109 | 510 ₹51,591.6 | 450 ₹45,522 Lowest |
| 2.00 | Material and labour for Screening road metal, chippings etc on the site of work, when specially ordered including removing screened materials clear of screen and stacking in separate heaps for measuring (Materials from both side of screen measured for payment) complete all as specified and as directed. | 23.79 | Cum | 221 ₹5,257.59 | 213 ₹5,067.27 | 210 ₹4,995.9 | 150 ₹3,568.5 Lowest |
| 3.00 | Material and labour for 150 mm thick WBM in two layers each of 75 cm thick (compacted thickness) with broken metal of granite, trap or basalt stone of grading 2 (63mm to 40mm) spread, rolled with 8 to 12 tonne power roller and consolidated to required camber and gradient complete all as specified and as directed.
(Note: Both the layer shall be measured as one unit for payment purpose.) | 48.56 | 10 Sqm | 5,300 ₹2,57,368 | 5,104 ₹2,47,850.24 Lowest | 5,300 ₹2,57,368 | 5,200 ₹2,52,512 |
| 4.00 | All as per item No. 3 above but except supply of road metal.
(Note: Road metal received from serial item No. 1 of shall be reused.) | 10 | 10 Sqm | 750 ₹7,500 | 768 ₹7,680 | 999 ₹9,990 | 700 ₹7,000 Lowest |
| 5.00 | Material and Labour for 75 mm thick [compacted thickness] Water Bound Macadam with coarse aggregate of Granite, Trap or Basalt of Grading 2 [63 to 40mm size] or of grading 3 (50 to 20mm size) spread, rolled with power road roller of 8 to 12 ton capacity and consolidated to gradient and camber required complete all as specified and as directed. | 6 | 10 Sqm | 3,000 ₹18,000 | 3,203 ₹19,218 | 3,556 ₹21,336 | 2,500 ₹15,000 Lowest |
| 6.00 | Material and labour for preparing WBM surfaces 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. and applying evenly a priming/ tack coat with bituminous primer @ 10 Kg per 10Sqm using paving bitumen grade VG-10 complete all as specified and as directed. | 54.56 | 10 Sqm | 1,200 ₹65,472 | 12,050 ₹6,57,448 | 12,100 ₹6,60,176 | 1,000 ₹54,560 Lowest |
| 7.00 | Material and labour for preparing black top surfaces 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. and applying evenly a priming/ tack coat with bituminous primer @ 5 Kg per 10Sqm using paving bitumen grade VG-10 complete all as specified and as directed. | 46.44 | 10 Sqm | 751 ₹34,876.44 Lowest | 760 ₹35,294.4 | 850 ₹39,474 | 800 ₹37,152 |
| 8.00 | Material and labour for laying Bituminous Premixed Semi Dense Asphaltic Concrete, 40 mm consolidated thickness, using paving bitumen of Grade VG – 30, with 5.5% of binder content by weight of total mix using Hot Mix Plant and Mechanical Paver finisher, rolled and compacted with power road roller of 8 to 12 ton capacity to required camber and gradient complete all as specified.
Note: Minimum Bitumen content shall be 5.5% as specified here in above. Please note that if the actual quantity of bitumen to be incorporated on approval of Mix–Design is found more than the minimum bitumen content specified above, No price adjustment shall be made for actual bitumen content of Mix–Design. Bitumen shall be Paving Bitumen of Grade VG–30 and shall be procured by the contractor. Mix-Design shall be approved by GE. | 20 | Per 10 Sqm | 13,000 ₹2,60,000 | 12,800 ₹2,56,000 | 13,500 ₹2,70,000 | 12,000 ₹2,40,000 Lowest |
| 9.00 | Material and labour for applying premixed bituminous carpet, 40mm consolidated thickness with 0.54 Cum of stone chippings mixed with 29.2 Kg of binder (using paving bitumen VG-30), rolled with power roller 8 to 12 tonne to required camber and gradient complete all as specified and directed. | 81 | 10 Sqm | 9,000 ₹7,29,000 | 9,300 ₹7,53,300 | 9,605 ₹7,78,005 | 8,500 ₹6,88,500 Lowest |
| 10.00 | Material and labour for liquid seal coat applying evenly binder @ 9.80Kg per 10 Sqm using paving bitumen of grade VG-30 blinding with 6.3mm size stone chippings @ 0.09 Cum per 10Sqm and rolled to required camber and gradient with power roller 8 to 12 tonne complete all as specified and directed. | 81 | 10 Sqm | 1,100 ₹89,100 | 1,190 ₹96,390 | 1,200 ₹97,200 | 1,000 ₹81,000 Lowest |
Tender Value
₹1.4 Cr
EMD Value
₹2.2 L
Closing Date
18 Aug 2026, 6:55 pmClosed
COL AMIT CHAUBEY
Lt Col Shyama Prabha
SPECIAL REPAIRS TO INTERNAL BITUMINOUS ROADS IN AREA FROM BLDG NO P-49 TO P-76 P-77 AND SPECIAL REPAIR TO ROAD FROM JUNCTION OF ARTERIAL ROAD XXXXX TO SINGLE OFFICERS ACCN KALIBARI AT MASIMPUR MIL STATION
2026_MES_780225_1
8547/III/E8
Open Tender
Civil Works
Item Rate
180 days
Silchar
As per Tender Documents
6 documents required · 6 mandatory
₹1,000
GE Silchar
₹2.2 L
Yes
8 Sept 2026
22 Jul 2026
25 Aug 2026
22 Jul 2026
18 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Material and labour for Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 Sqm and depth exc 50mm and n.exc 100 mm and removing unserviceable materials from site of work and stacking serviceable material for reuse at site complete all as specified and directed. | 101.16 | 10 Sqm | - | - |
| 2 | Material and labour for Screening road metal, chippings etc on the site of work, when specially ordered including removing screened materials clear of screen and stacking in separate heaps for measuring (Materials from both side of screen measured for payment) complete all as specified and as directed. | 23.79 | Cum | - | - |
| 3 | Material and labour for 150 mm thick WBM in two layers each of 75 cm thick (compacted thickness) with broken metal of granite, trap or basalt stone of grading 2 (63mm to 40mm) spread, rolled with 8 to 12 tonne power roller and consolidated to required camber and gradient complete all as specified and as directed.
(Note: Both the layer shall be measured as one unit for payment purpose.) | 48.56 | 10 Sqm | - | - |
| 4 | All as per item No. 3 above but except supply of road metal.
(Note: Road metal received from serial item No. 1 of shall be reused.) | 10 | 10 Sqm | - | - |
| 5 | Material and Labour for 75 mm thick [compacted thickness] Water Bound Macadam with coarse aggregate of Granite, Trap or Basalt of Grading 2 [63 to 40mm size] or of grading 3 (50 to 20mm size) spread, rolled with power road roller of 8 to 12 ton capacity and consolidated to gradient and camber required complete all as specified and as directed. | 6 | 10 Sqm | - | - |
| 6 | Material and labour for preparing WBM surfaces 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. and applying evenly a priming/ tack coat with bituminous primer @ 10 Kg per 10Sqm using paving bitumen grade VG-10 complete all as specified and as directed. | 54.56 | 10 Sqm | - | - |
| 7 | Material and labour for preparing black top surfaces 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. and applying evenly a priming/ tack coat with bituminous primer @ 5 Kg per 10Sqm using paving bitumen grade VG-10 complete all as specified and as directed. | 46.44 | 10 Sqm | - | - |
| 8 | Material and labour for laying Bituminous Premixed Semi Dense Asphaltic Concrete, 40 mm consolidated thickness, using paving bitumen of Grade VG – 30, with 5.5% of binder content by weight of total mix using Hot Mix Plant and Mechanical Paver finisher, rolled and compacted with power road roller of 8 to 12 ton capacity to required camber and gradient complete all as specified.
Note: Minimum Bitumen content shall be 5.5% as specified here in above. Please note that if the actual quantity of bitumen to be incorporated on approval of Mix–Design is found more than the minimum bitumen content specified above, No price adjustment shall be made for actual bitumen content of Mix–Design. Bitumen shall be Paving Bitumen of Grade VG–30 and shall be procured by the contractor. Mix-Design shall be approved by GE. | 20 | Per 10 Sqm | - | - |
| 9 | Material and labour for applying premixed bituminous carpet, 40mm consolidated thickness with 0.54 Cum of stone chippings mixed with 29.2 Kg of binder (using paving bitumen VG-30), rolled with power roller 8 to 12 tonne to required camber and gradient complete all as specified and directed. | 81 | 10 Sqm | - | - |
| 10 | Material and labour for liquid seal coat applying evenly binder @ 9.80Kg per 10 Sqm using paving bitumen of grade VG-30 blinding with 6.3mm size stone chippings @ 0.09 Cum per 10Sqm and rolled to required camber and gradient with power roller 8 to 12 tonne complete all as specified and directed. | 81 | 10 Sqm | - | - |
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