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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹53.5 LAccepted-AOC | ₹53.5 L Quoted ₹53.7 L | L1 | Accepted-AOC BEING L1 |
| 2 | L2₹54.5 L+₹85,294.50 (1.59%)Rejected-Finance | ₹54.5 L+₹85,294.50 (1.59%) | L2 | Rejected-Finance HIGH BID VALUE |
| 3 | L3₹54.5 L+₹87,750.25 (1.64%)Rejected-Finance | ₹54.5 L+₹87,750.25 (1.64%) | L3 | Rejected-Finance HIGH BID VALUE |
| 4 | L4₹55.6 L+₹2.0 L (3.68%)Rejected-Finance | ₹55.6 L+₹2.0 L (3.68%) | L4 | Rejected-Finance HIGH BID VALUE |
| 5 | L5₹56.3 L+₹2.7 L (5.02%)Rejected-Finance | ₹56.3 L+₹2.7 L (5.02%) | L5 | Rejected-Finance HIGH BID VALUE |
| Sl No | Description | Qty | Unit | D.P. Traders L1 | M/S SUNRISE CONSTRUCTION AND CO L6 | MS SANGRILA SYNDICATE L5 | M/S N D ENTERPRISES L3 | polar agencies L2 | M/S DK TRADERS L7 | M/S R.N ENTERPRISE L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30 cm deep and averaging 25 cm deep and getting out in hard/dense soil. | 415 | Sqm | 55 ₹22,825 Lowest | 70 ₹29,050 | 58 ₹24,070 | 58 ₹24,070 | 60 ₹24,900 | 62 ₹25,730 | 56 ₹23,240 |
| 2.00 | Rolling and consolidating formation surfaces in cutting with 8 to 12 tonne power roller complete. | 41.5 | 10 Sqm | 1,050 ₹43,575 Lowest | 1,160 ₹48,140 | 1,130 ₹46,895 | 1,110 ₹46,065 | 1,100 ₹45,650 | 1,170 ₹48,555 | 1,120 ₹46,480 |
| 3.00 | Laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MaRTH specifications for Road and Bridge works, 2013, in a single layerover compacted subgrade with natura 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 80-1 00 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as perTable 900-1 of MaRTH specifications for Road and Bridge works, 2013. | 74.5 | 10 Sqm | 2,840 ₹2,11,580 | 2,800 ₹2,08,600 Lowest | 2,920 ₹2,17,540 | 2,870 ₹2,13,815 | 2,880 ₹2,14,560 | 2,900 ₹2,16,050 | 2,800 ₹2,08,600 Lowest |
| 4.00 | Laying and compacting in 2 layers of 75 mm thick each (compacted thickness) Wet Mix Macadam (WMM) 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 premixed 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 | 74.5 | 10 Sqm | 3,100 ₹2,30,950 | 3,000 ₹2,23,500 Lowest | 3,200 ₹2,38,400 | 3,190 ₹2,37,655 | 3,200 ₹2,38,400 | 3,100 ₹2,30,950 | 3,150 ₹2,34,675 |
| 5.00 | M&L for preparation of new surfaces of unsurfaced water bound macadam (WMM) by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the clean surfaces with gunny bags to removing all loose dirt etc complete all as specified and directed. | 41.5 | 10 Sqm | 520 ₹21,580 Lowest | 555 ₹23,032.5 | 565 ₹23,447.5 | 572 ₹23,738 | 550 ₹22,825 | 550 ₹22,825 | 560 ₹23,240 |
| 6.00 | M&L for paving Bitumen and Penetration ,macadam 4%, laid/rolled and compacted torequired gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed. | 155.38 | Cum | 5,000 ₹7,76,875 Lowest | 5,900 ₹9,16,712.5 | 5,890 ₹9,15,158.75 | 5,110 ₹7,93,966.25 | 5,100 ₹7,92,412.5 | 6,000 ₹9,32,250 | 5,050 ₹7,84,643.75 |
| 7.00 | M&L for applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 sq metre complete all as specified and directed. | 41.5 | 10 Sqm | 520 ₹21,580 Lowest | 610 ₹25,315 | 600 ₹24,900 | 550 ₹22,825 | 530 ₹21,995 | 590 ₹24,485 | 575 ₹23,862.5 |
| 8.00 | M&L for applying evenly a priming/tack coat with bituminous primer at 2.5 kg per 10 sq metre complete all as specified and directed. | 357.8 | 10 Sqm | 1,200 ₹4,29,360 Lowest | 1,290 ₹4,61,562 | 1,200 ₹4,29,360 Lowest | 1,230 ₹4,40,094 | 1,240 ₹4,43,672 | 1,240 ₹4,43,672 | 1,210 ₹4,32,938 |
| 9.00 | Bituminous (Paving Bitumen and Penetration)asphaltic dense concrete 40mm consolidated thickness with 5.5% binder content as in semi-dense asphaltic concrete by weight of total mix, rolled and compacted to required camber and gradient complete | 357.8 | 10 Sqm | 8,650 ₹30,94,970 | 8,500 ₹30,41,300 Lowest | 8,500 ₹30,41,300 Lowest | 8,690 ₹31,09,282 | 8,700 ₹31,12,860 | 8,750 ₹31,30,750 | 8,700 ₹31,12,860 |
| 10.00 | Removing excavated soil to a distance n exc 50 m and depositing directed at a level n exc 1.50 mtr from starting point. | 60 | Cum | 260 ₹15,600 Lowest | 310 ₹18,600 | 285 ₹17,100 | 290 ₹17,400 | 265 ₹15,900 | 290 ₹17,400 | 280 ₹16,800 |
Tender Value
₹52 L
EMD Value
₹1.0 L
Closing Date
11 Sept 2025, 6:00 pmClosed
SHRI SAURABH, IDSE, CWE
HQ CWE TENGA PIN 900194 C/o 99 APO
PROVN OF BLACK TOP ROAD FROM MAIN GATE TO JCOS CLUB AT EME BN AND SPL REPAIR TO ROAD AT TRANSIT CAMP AND DIV HQ AREA UNDER GE TENGA
2025_MES_726236_1
8557/E8
Open Tender
Civil Works - Roads
Item Rate
270 days
GE TENGA
C a (v)
8 documents required · 8 mandatory
₹1,000
Yes
GE TENGA
₹1.0 L
Yes
14 Nov 2025
14 Aug 2025
18 Sept 2025
14 Aug 2025
11 Sept 2025
4 Sept 2025
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