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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 CrAdmitted-Finance | ₹4.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.8 Cr+₹64.1 L (15.3%)Admitted-Finance NO 18 BHARATHI STREET WEST GANDHI NAGAR AVADI CHENNAI 600 054 | CHENNAI | THIRUVALLUR | TAMIL NADU | 600054 | ₹4.8 Cr+₹64.1 L (15.3%) | L2 | Admitted-Finance |
| 3 | L3₹4.9 Cr+₹71.4 L (17.1%)Admitted-Finance | ₹4.9 Cr+₹71.4 L (17.1%) | L3 | Admitted-Finance |
| 4 | L4₹4.9 Cr+₹71.8 L (17.2%)Admitted-Finance | ₹4.9 Cr+₹71.8 L (17.2%) | L4 | Admitted-Finance |
| 5 | L5₹5.6 Cr+₹1.4 Cr (33.6%)Admitted-Finance THOTTAPPALLY HOUSE EMILY KALPETTA P O KERALA 673121 | WAYANAD | KERALA | 673121 | ₹5.6 Cr+₹1.4 Cr (33.6%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | KSR AND COMPANY L9 | SHAIJAL T M L5 | Vishnu Infrastructures L6 | PRR CONSTRUCTION L3 | BKR Enterprises L2 | SPAAN Infratech L8 | S.PARTHIBARAJAN L1 | SUN CONSTRUCTIONS L4 | 37AAOFJ7439G1ZV L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| .50BOQ No.1 | ||||||||||||
| 1.00 | ROAD Demolition of road and road materials of any description and in any thickness and depth using mechanical means of operation including and taking out disintegrated sub grade and solling of broken boulders and stone size of any thickeness and any size and removing and depositing the same from the site exceeding 1.5 Km and not exceeding 5 Km from the starting point complete all as specified and as directed. | 2,929 | CUBIC METRE | 500 ₹14,64,500 | 310 ₹9,07,990 | 600 ₹17,57,400 | 225 ₹6,59,025 Lowest | 500 ₹14,64,500 | 250 ₹7,32,250 | 250 ₹7,32,250 | 320 ₹9,37,280 | 252 ₹7,38,108 |
| 2.00 | Earth work in Excavation by mechanical means (Hydralic excavator) over areas (exceeding 30 cm in depth 1.5m in width as well as 10 sqm on plan) in any kind of soil including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m complete all as specified and as directed. | 1,562 | CUBIC METRE | 250 ₹3,90,500 | 250 ₹3,90,500 | 300 ₹4,68,600 | 250 ₹3,90,500 | 180 ₹2,81,160 | 360 ₹5,62,320 | 120 ₹1,87,440 Lowest | 280 ₹4,37,360 | 350 ₹5,46,700 |
| 3.00 | Excavation over areas n.exc 1.5m deep and getting out in hard/dense soil complete all as specified and as directed. | 1,042 | CUBIC METRE | 350 ₹3,64,700 | 300 ₹3,12,600 | 300 ₹3,12,600 | 250 ₹2,60,500 | 120 ₹1,25,040 Lowest | 560 ₹5,83,520 | 250 ₹2,60,500 | 300 ₹3,12,600 | 550 ₹5,73,100 |
| 4.00 | Rolling and consolidating formation surfaces in cutting using power roller exc 8 tonne and not exe 12 tonne roller complete all as specified and as directed. | 1,367 | TEN SUARE METRE | 50 ₹68,350 | 25 ₹34,175 Lowest | 300 ₹4,10,100 | 150 ₹2,05,050 | 280 ₹3,82,760 | 460 ₹6,28,820 | 100 ₹1,36,700 | 150 ₹2,05,050 | 450 ₹6,15,150 |
| 5.00 | Material and Laying and compacting 200 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade II as specified in Table 900-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required. The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient with finished surface tolerances and camber as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013 complete all as specified and as directed. | 667 | TEN SQUARE METRE | 11,000 ₹73,37,000 | 6,300 ₹42,02,100 | 6,000 ₹40,02,000 | 6,100 ₹40,68,700 | 3,800 ₹25,34,600 Lowest | 7,450 ₹49,69,150 | 4,290 ₹28,61,430 | 5,900 ₹39,35,300 | 7,500 ₹50,02,500 |
| 6.00 | Material and Laying and compacting 250mm thick (compacted thickness) Wet Mix Macadam (WMM) grading in three layers (100mm+75mm+75mm) 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. The finished surface tolerance to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified and directed. | 1,367 | TEN SQUARE METRE | 15,500 ₹2,11,88,500 | 7,900 ₹1,07,99,300 | 7,500 ₹1,02,52,500 | 7,525 ₹1,02,86,675 | 5,500 ₹75,18,500 Lowest | 7,450 ₹1,01,84,150 | 5,500 ₹75,18,500 Lowest | 8,200 ₹1,12,09,400 | 7,500 ₹1,02,52,500 |
| 7.00 | Scrapping and complete removal of existing damaged WMM of any description in layers not exceeding 25mm thick and removing and depositing the same from the site exceeding 1.5 Km metre and not exceeding 5 KM from the starting point complete all as specified and as directed. | 466.68 | TEN SQUARE METRE | 500 ₹2,33,340 | 300 ₹1,40,004 | 300 ₹1,40,004 | 1,000 ₹4,66,680 | 525 ₹2,45,007 | 230 ₹1,07,336.4 Lowest | 250 ₹1,16,670 | 250 ₹1,16,670 | 252 ₹1,17,603.36 |
| 8.00 | Material and Laying and compacting 75 mm 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. The finished surface tolerance to be as per table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all specified and directed. | 466.68 | TEN SQUARE METRE | 5,000 ₹23,33,400 | 2,240 ₹10,45,363.2 | 2,500 ₹11,66,700 | 4,100 ₹19,13,388 | 1,800 ₹8,40,024 | 3,500 ₹16,33,380 | 1,300 ₹6,06,684 Lowest | 2,600 ₹12,13,368 | 3,200 ₹14,93,376 |
| 9.00 | Preparing Unsurfaced water 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 as directed. | 1,833.36 | TEN SQUARE METRE | 120 ₹2,20,003.2 | 200 ₹3,66,672 | 300 ₹5,50,008 | 120 ₹2,20,003.2 | 195 ₹3,57,505.2 | 250 ₹4,58,340 | 100 ₹1,83,336 Lowest | 250 ₹4,58,340 | 252 ₹4,62,006.72 |
Tender Value
₹5.9 Cr
EMD Value
₹6.2 L
Closing Date
19 Aug 2026, 6:00 pmClosed
Chief Engineer AF Bangalore
HQ CE (AF) Bangalore
801718 Provn of Road from TP to Aircraft Parking Area at AFS Thanjavur
2026_MES_776790_1
801718/AF/E8
Open Tender
Civil Works - Roads
Item Rate
365 days
GE (AF) Thanjavur
Please refer Tender documents.
8 documents required · 8 mandatory
₹3,000
GE (AF) Thanjavur
₹6.2 L
Yes
15 Sept 2026
6 Jul 2026
24 Aug 2026
6 Jul 2026
19 Aug 2026
12 Aug 2026
7 Jul 2026 - 13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.5 | BOQ No.1 | - | - | - | - |
| 1 | ROAD Demolition of road and road materials of any description and in any thickness and depth using mechanical means of operation including and taking out disintegrated sub grade and solling of broken boulders and stone size of any thickeness and any size and removing and depositing the same from the site exceeding 1.5 Km and not exceeding 5 Km from the starting point complete all as specified and as directed. | 2,929 | CUBIC METRE | - | - |
| 2 | Earth work in Excavation by mechanical means (Hydralic excavator) over areas (exceeding 30 cm in depth 1.5m in width as well as 10 sqm on plan) in any kind of soil including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m complete all as specified and as directed. | 1,562 | CUBIC METRE | - | - |
| 3 | Excavation over areas n.exc 1.5m deep and getting out in hard/dense soil complete all as specified and as directed. | 1,042 | CUBIC METRE | - | - |
| 4 | Rolling and consolidating formation surfaces in cutting using power roller exc 8 tonne and not exe 12 tonne roller complete all as specified and as directed. | 1,367 | TEN SUARE METRE | - | - |
| 5 | Material and Laying and compacting 200 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade II as specified in Table 900-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required. The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient with finished surface tolerances and camber as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013 complete all as specified and as directed. | 667 | TEN SQUARE METRE | - | - |
| 6 | Material and Laying and compacting 250mm thick (compacted thickness) Wet Mix Macadam (WMM) grading in three layers (100mm+75mm+75mm) 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. The finished surface tolerance to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified and directed. | 1,367 | TEN SQUARE METRE | - | - |
| 7 | Scrapping and complete removal of existing damaged WMM of any description in layers not exceeding 25mm thick and removing and depositing the same from the site exceeding 1.5 Km metre and not exceeding 5 KM from the starting point complete all as specified and as directed. | 466.68 | TEN SQUARE METRE | - | - |
| 8 | Material and Laying and compacting 75 mm 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. The finished surface tolerance to be as per table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all specified and directed. | 466.68 | TEN SQUARE METRE | - | - |
| 9 | Preparing Unsurfaced water 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 as directed. | 1,833.36 | TEN SQUARE METRE | - | - |
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