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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹11.4 LAccepted-AOC 1442 1 NANADANPURA BABINA CANTT TEHSIL DISTT JHANSI UP | BABINA | JHANSI | UP | L-1 | Accepted-AOC Lowest bidder for the subject work. | |
| 2 | L-2₹12.5 L+₹1.1 L (9.95%)Rejected-Finance | L-2 | Rejected-Finance other than the lowest bidder | |
| 3 | L-3₹17.0 L+₹5.6 L (49.3%)Rejected-Finance | L-3 | Rejected-Finance other than the lowest bidder |
| Sl No | Description | Qty | Unit | maharaja construction and suppliers L2 | M/S SHIVA TRADERS L1 | City buildcom builders & devlopers L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation to all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed. | 382 | Cum | 380 ₹1,45,160 Lowest | 550 ₹2,10,100 | 500 ₹1,91,000 |
| 2.00 | Rolling and consoilidating formation surfaces in cutting with 8 to 12 tonne power roller including filling in hollows and depressions completer all as specified and directed | 38 | X Sqm | 295 ₹11,210 | 150 ₹5,700 Lowest | 700 ₹26,600 |
| 3.00 | M&L soling (or sub base), 200mm thick (spread thickness) with broken boulders or quarried stone,interstices filled surface formed and rolled and consolidated to requried gradient and camber with 8 to 12 tonne power roller completer all as specified and directed | 38 | X Sqm | 3,800 ₹1,44,400 Lowest | 4,200 ₹1,59,600 | 4,000 ₹1,52,000 |
| 4.00 | M&L for Laying and compacting 150 mm thick (compacted thickness) WMM laid in two layers of 75 mm each. 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 water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradient 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 | 38 | X Sqm | 3,700 ₹1,40,600 | 3,200 ₹1,21,600 Lowest | 5,000 ₹1,90,000 |
| 5.00 | Removing excavated material / soil to a distance exceeding 250m and not exceeding 500m depositing where directed at a level not exceeding 1.5m above the strting point complete all as specified and as directed. | 382 | Cum | 195 ₹74,490 | 100 ₹38,200 Lowest | 500 ₹1,91,000 |
| 6.00 | M&L for preparing surfaces of un-surfaced WMM 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, applying evenly a priming/tack coat with using paving bitumen VG-10, @ 10 kg per 10 sq metre complete all as specified and directed. | 38 | X Sqm | 710 ₹26,980 | 400 ₹15,200 Lowest | 1,000 ₹38,000 |
| 7.00 | M&L for Premix bituminous macadam with using paving bitumen VG-30, as 4 % of total mix laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed. | 19.5 | Cum | 7,800 ₹1,52,100 Lowest | 8,000 ₹1,56,000 | 11,000 ₹2,14,500 |
| 8.00 | M&L for providing bituminous premix asphaltic semi dense concrete (design mix) 40mm consolidated thickness with 5.5% binder content by weight of total mix, with using paving bitumen VG-30 laid / spread uniformly by means of pavers over primed black top surfaces, rolled and compacted to required camber and gradient complete with 8 to 12 tonne power roller complete all as specified and as directed. | 38 | X Sqm | 5,400 ₹2,05,200 | 3,700 ₹1,40,600 Lowest | 4,500 ₹1,71,000 |
| 9.00 | M&L for preparing surfaces of un-surfaced WMM 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, applying evenly a priming/tack coat with using paving bitumen VG-10, @ 5 kg per 10 sq metre complete all as specified and directed. | 38 | X Sqm | 545 ₹20,710 | 300 ₹11,400 Lowest | 800 ₹30,400 |
| 10.00 | M&L for preparing bituminous surfaces of road and marking 2 mm thick centre lines, stop lines, dashes, arrows etc and the like n.exc 10cm 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 directed. | 21 | Sqm | 785 ₹16,485 | 330 ₹6,930 Lowest | 800 ₹16,800 |
Tender Value
₹13.6 L
EMD Value
₹27,200
Closing Date
21 Mar 2026, 6:00 pmClosed
Col Pawan Kumar, CWE
Headquarters, Commander Works Engineer, Bhopal, Military Engineer Services, SI Line, Bhopal, Pin Code - 462001 (Madhya Pradesh)
PROVN OF ROAD BETWEEN DIV CAMP AND GARBAGE COLLECTION PT AT HAWK HILL UNDER GE SAUGOR
2026_MES_748151_3
84155/E8
Open Tender
Civil Works
Item Rate
180 days
Saugor
AS PER NIT CONDITION
7 documents required · 7 mandatory
₹500
Yes
GE Saugor
₹27,200
Yes
30 Mar 2026
12 Mar 2026
23 Mar 2026
12 Mar 2026
21 Mar 2026
16 Mar 2026
12 Mar 2026 - 16 Mar 2026
Earth work in excavation to all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed.
Rolling and consoilidating formation surfaces in cutting with 8 to 12 tonne power roller including filling in hollows and depressions completer all as specified and directed
M&L soling (or sub base), 200mm thick (spread thickness) with broken boulders or quarried stone,interstices filled surface formed and rolled and consolidated to requried gradient and camber with 8 to 12 tonne power roller completer all as specified and directed
M&L for Laying and compacting 150 mm thick (compacted thickness) WMM laid in two layers of 75 mm each. 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 water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradient 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
Removing excavated material / soil to a distance exceeding 250m and not exceeding 500m depositing where directed at a level not exceeding 1.5m above the strting point complete all as specified and as directed.
M&L for preparing surfaces of un-surfaced WMM 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, applying evenly a priming/tack coat with using paving bitumen VG-10, @ 10 kg per 10 sq metre complete all as specified and directed.
M&L for Premix bituminous macadam with using paving bitumen VG-30, as 4 % of total mix laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed.
M&L for providing bituminous premix asphaltic semi dense concrete (design mix) 40mm consolidated thickness with 5.5% binder content by weight of total mix, with using paving bitumen VG-30 laid / spread uniformly by means of pavers over primed black top surfaces, rolled and compacted to required camber and gradient complete with 8 to 12 tonne power roller complete all as specified and as directed.
M&L for preparing surfaces of un-surfaced WMM 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, applying evenly a priming/tack coat with using paving bitumen VG-10, @ 5 kg per 10 sq metre complete all as specified and directed.
M&L for preparing bituminous surfaces of road and marking 2 mm thick centre lines, stop lines, dashes, arrows etc and the like n.exc 10cm 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 directed.
S&F Cat eye solar reflective type of metal body alloy of size 100mmx100mmx 20mm with AMA striplens reflector of model no DA 972 OR EUIVELENTH IN OTHER MAKE Fixed with and including MS stud of suitable size completed as per manufactures instructions etc complete all as specified and directed.
M&L for Rough dressed sand stone slab in edgeo f road 40 mm to 50 mm thick laid dry but bedded, jointed and pointed in cement mortar 1:3 in vertical surfaces including excavtion and making good sufaces complete all as specified and directed.
M&L for red bajri filling in berms of road and filling in subgrade laid in layers n. exc. 15cm thick spread levelled and rammed including watering complete all as specified and directed.
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