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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹75.4 LAccepted-AOC | L1 | Accepted-AOC Reasonable rate | |
| 2 | L2₹78.4 L+₹2.7 L (3.57%)Rejected-Finance | L2 | Rejected-Finance Quoted amount higher than L1 | |
| 3 | L3₹79.3 L+₹3.6 L (4.75%)Rejected-Finance | L3 | Rejected-Finance Quoted amount higher than L1 | |
| 4 | L4₹79.5 L+₹3.8 L (5.05%)Rejected-Finance | L4 | Rejected-Finance Quoted amount higher than L1 | |
| 5 | L5₹79.8 L+₹4.1 L (5.41%)Rejected-Finance C O M KHARKARANG LUMJINGSUK BLOCK A MADANRTING SHILLONG 793021 | SHILLONG | EAST KHASI HILLS | MEGHALAYA | 793021 | L5 | Rejected-Finance Quoted amount higher than L1 |
| Sl No | Description | Qty | Unit | M/S TAPAN KUMAR RAY L3 | m/s builders and suppliers L1 | M/S SANJIB DEB L6 | MS AFTAB LASKAR L2 | Bhuiya Construction L5 | M/S R A ENTERPRISE L7 | M/S MOLOY KUMAR DEY L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 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 materials from site of work complete all as specified and as directed. | 42 | 10 Sqm | 850 ₹35,700 | 700 ₹29,400 | 800 ₹33,600 | 755 ₹31,710 | 800 ₹33,600 | 830 ₹34,860 | 647 ₹27,174 Lowest |
| 2.00 | Material and labour for 150 mm thick Soling or sub base with broken boulders or quarried stones, interstics filled surfaces formed and 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. | 12 | 10 Sqm | 7,500 ₹90,000 | 7,000 ₹84,000 | 7,800 ₹93,600 | 6,800 ₹81,600 Lowest | 7,500 ₹90,000 | 7,500 ₹90,000 | 7,218 ₹86,616 |
| 3.00 | 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. | 42 | 10 Sqm | 4,800 ₹2,01,600 | 3,950 ₹1,65,900 | 4,550 ₹1,91,100 | 4,000 ₹1,68,000 | 4,450 ₹1,86,900 | 4,500 ₹1,89,000 | 3,815 ₹1,60,230 Lowest |
| 4.00 | 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 gunny bags 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. | 42 | 10 Sqm | 1,400 ₹58,800 Lowest | 1,450 ₹60,900 | 1,550 ₹65,100 | 1,450 ₹60,900 | 1,500 ₹63,000 | 1,480 ₹62,160 | 1,437 ₹60,354 |
| 5.00 | 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 gunny bags 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. | 451 | 10 Sqm | 830 ₹3,74,330 Lowest | 850 ₹3,83,350 | 900 ₹4,05,900 | 900 ₹4,05,900 | 850 ₹3,83,350 | 900 ₹4,05,900 | 889 ₹4,00,939 |
| 6.00 | Material and labour for premix bituminous macadam (using paving bitumen VG-30) laid / rolled and compacted to required gradient and camber (consolidated thickness 75mm or less), rolled with 8 to 12 tonne vibratory power roller complete all as specified and as directed.
Note :- Binder content, paving bitumen VG-30 shall not be less than @ 4.0% by weight of total mix. All materials are prepard by hot mix plant. | 4.2 | Cum | 15,500 ₹65,100 | 14,000 ₹58,800 Lowest | 16,000 ₹67,200 | 14,800 ₹62,160 | 15,200 ₹63,840 | 15,800 ₹66,360 | 15,213 ₹63,894.6 |
| 7.00 | Material and labour for applying evenly a priming/tack coat with bituminous primer @ 2.5 Kg per 10Sqm using paving bitumen grade VG-10 over bituminous surfaces complete all as specified and as directed. | 8.4 | 10 Sqm | 530 ₹4,452 | 380 ₹3,192 Lowest | 600 ₹5,040 | 530 ₹4,452 | 530 ₹4,452 | 600 ₹5,040 | 600 ₹5,040 |
| 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. | 493 | Per 10 Sqm | 13,000 ₹64,09,000 | 12,350 ₹60,88,550 Lowest | 13,000 ₹64,09,000 | 12,800 ₹63,10,400 | 12,850 ₹63,35,050 | 13,200 ₹65,07,600 | 12,957 ₹63,87,801 |
| 9.00 | Dismantling of old Bricks edging (laid flat or on edge) laid dry complete all as specified and as directed. | 2.76 | Per 10 Sqm | 480 ₹1,324.8 | 600 ₹1,656 | 500 ₹1,380 | 550 ₹1,518 | 550 ₹1,518 | 450 ₹1,242 | 437 ₹1,206.12 Lowest |
| 10.00 | Material and labour for Continuous brick edging with burnt clay bricks With fly ash bricks of sub class 'B' laid with width equal to the depth of the brick, laid dry on end at the required angle complete all as specified and as directed. | 120 | Rm | 450 ₹54,000 | 300 ₹36,000 Lowest | 450 ₹54,000 | 495 ₹59,400 | 480 ₹57,600 | 420 ₹50,400 | 379 ₹45,480 |
Tender Value
₹79 L
EMD Value
₹1.4 L
Closing Date
16 Feb 2026, 6:55 pmClosed
COL AMIT CHAUBEY
HQ 137 Wks Engr PIN 914137 c/o 99 APO
SPECIAL REPAIR TO ROADS AT VARIOUS LOCATIONSAT MASIMPUR MILITARY STATION
2026_MES_749097_1
8119/E8
Open Tender
Civil Works
Item Rate
180 days
Masimpur
As per tender documents
6 documents required · 6 mandatory
₹1,000
GE Silchar
₹1.4 L
Yes
6 Jul 2026
19 Jan 2026
23 Feb 2026
19 Jan 2026
16 Feb 2026
9 Feb 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 materials from site of work complete all as specified and as directed. | 42 | 10 Sqm | - | - |
| 2 | Material and labour for 150 mm thick Soling or sub base with broken boulders or quarried stones, interstics filled surfaces formed and 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. | 12 | 10 Sqm | - | - |
| 3 | 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. | 42 | 10 Sqm | - | - |
| 4 | 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 gunny bags 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. | 42 | 10 Sqm | - | - |
| 5 | 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 gunny bags 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. | 451 | 10 Sqm | - | - |
| 6 | Material and labour for premix bituminous macadam (using paving bitumen VG-30) laid / rolled and compacted to required gradient and camber (consolidated thickness 75mm or less), rolled with 8 to 12 tonne vibratory power roller complete all as specified and as directed.
Note :- Binder content, paving bitumen VG-30 shall not be less than @ 4.0% by weight of total mix. All materials are prepard by hot mix plant. | 4.2 | Cum | - | - |
| 7 | Material and labour for applying evenly a priming/tack coat with bituminous primer @ 2.5 Kg per 10Sqm using paving bitumen grade VG-10 over bituminous surfaces complete all as specified and as directed. | 8.4 | 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. | 493 | Per 10 Sqm | - | - |
| 9 | Dismantling of old Bricks edging (laid flat or on edge) laid dry complete all as specified and as directed. | 2.76 | Per 10 Sqm | - | - |
| 10 | Material and labour for Continuous brick edging with burnt clay bricks With fly ash bricks of sub class 'B' laid with width equal to the depth of the brick, laid dry on end at the required angle complete all as specified and as directed. | 120 | Rm | - | - |
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