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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 CrAccepted-AOC 17 1 OLD PALASIYA INDORE MP 452001 | INDORE | MADHYA PRADESH | 452001 | ₹3.7 Cr | L1 | Accepted-AOC BEING L1 |
| 2 | L2₹4.1 CrRejected-Finance 1442 1 NANADANPURA BABINA CANTT TEHSIL DISTT JHANSI UP | BABINA | JHANSI | UP | ₹4.1 Cr | L2 | Rejected-Finance NOT BEING L1 |
| 3 | L3₹4.1 CrRejected-Finance 1006 MANAK CHOUK MHOW DIST INDORE MADHYA PRADESH453441 | INDORE | INDORE | MADHYA PRADESH | 453441 | ₹4.1 Cr | L3 | Rejected-Finance NOT BEING L1 |
| 4 | L4₹4.8 CrRejected-Finance | ₹4.8 Cr | L4 | Rejected-Finance NOT BEING L1 |
| 5 | L5₹4.8 CrRejected-Finance 184 MAIN STREET NASIRABAD AJMER RAJASTHAN 305601 | ₹4.8 Cr | L5 | Rejected-Finance NOT BEING L1 |
| Sl No | Description | Qty | Unit | M/s R.V. Constructions L4 | Narayandas Phoolchand Mishra Infrastructures Pvt. Ltd. L3 | M/S SHIVA TRADERS L2 | M/S Anil Enterprises L7 | Agarwal Jagdish Construction Company Private Limited L5 | POONAM ELECTRIC INDUSTRY L6 | Arpit Heights Private Limited L1 | M/S BHARAT CONSTRUCTIONS L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 2.00SCHEDULE "A" : | |||||||||||
| 3.00 | Item No 01 : Earth work in excavation 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) all kind of soil/SDR including getting out and disposal of excavated SOIL/SDR lead upto 50 m and lift upto 1.5m, as directed depression which occur during complete all as specified and directed. | 8,730 | Cum | 144 ₹12,57,120 | 140 ₹12,22,200 | 120 ₹10,47,600 | 270 ₹23,57,100 | 120 ₹10,47,600 | 100 ₹8,73,000 Lowest | 100 ₹8,73,000 Lowest | 279 ₹24,35,670 |
| 4.00 | Item No 02 : Rolling and consolidating formation surface of road in cutting with 8-10 tonne power roller including watering and filling in depression which occur during rolling complete all as specified and directed. | 1,940 | 10 Sqm | 45 ₹87,300 | 50 ₹97,000 | 30 ₹58,200 Lowest | 90 ₹1,74,600 | 100 ₹1,94,000 | 150 ₹2,91,000 | 30 ₹58,200 Lowest | 99 ₹1,92,060 |
| 5.00 | Item No 03 : Laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per GSB Grade Ill as specified Table 400-1 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 80-1 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 per Table 900-1 of MORTH specifications for Road and Bridge works, 2013 complete all as specified and directed. | 1,940 | 10 Sqm | 2,700 ₹52,38,000 | 2,200 ₹42,68,000 Lowest | 3,000 ₹58,20,000 | 2,340 ₹45,39,600 | 2,600 ₹50,44,000 | 2,900 ₹56,26,000 | 2,200 ₹42,68,000 Lowest | 4,599 ₹89,22,060 |
| 6.00 | Item No 04 : Laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layers 75mm each grading as pe 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 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 MORTH specifications for Road and Bridge works 2013 complete all as specified and directed. | 1,940 | 10 Sqm | 4,500 ₹87,30,000 | 2,800 ₹54,32,000 | 3,000 ₹58,20,000 | 2,700 ₹52,38,000 | 3,500 ₹67,90,000 | 3,500 ₹67,90,000 | 2,600 ₹50,44,000 Lowest | 3,699 ₹71,76,060 |
| 7.00 | Item No 05 : M&L for Preparing surfaces of unsurfaced water bound macadam 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 bituminous primer at 10 kg per 10 sq metre using (VG-10) paving bitumen paver. | 1,940 | 10 Sqm | 540 ₹10,47,600 | 700 ₹13,58,000 | 600 ₹11,64,000 | 810 ₹15,71,400 | 950 ₹18,43,000 | 1,000 ₹19,40,000 | 250 ₹4,85,000 Lowest | 729 ₹14,14,260 |
| 8.00 | Item No 06 : M&L for Premix bituminous, macadam (consolidated thickness 50mm) with 4% of binder content paving bitumen of grade VG-30 by weight of total mix laid/rolled and compacted to required gradient and camber with 8 to 10 tonne power roller complete all as specified and directed.
(Note- 1. Laying shall be done by means of self-propelled mechanical paver and screed temperature maintained not less than 140 degree C finishing with electronic sensor and hydraulic controls with suitable speed of 5 km/hr and capable of laying, spreading, tamping and finishing from hot mix plant and spreading shall be done by using mechanical sensor paver only.
2. Cost of testing charges, materials and transpotation etc for job mix formula shall deem to be included in quoted rate) | 970 | cum | 8,100 ₹78,57,000 | 8,000 ₹77,60,000 | 9,000 ₹87,30,000 | 12,600 ₹1,22,22,000 | 9,500 ₹92,15,000 | 9,500 ₹92,15,000 | 7,000 ₹67,90,000 Lowest | 9,999 ₹96,99,030 |
| 9.00 | Item No 07 : M&L for preparing surfaces of bituminous surface by brushing with wire brushes for removing loose dirt and applying evenly a tack coat with bituminous primer using paving bitumen VG-10 at the rate of 5 kg / 10 sqm. | 1,940 | 10 sqm | 270 ₹5,23,800 | 380 ₹7,37,200 | 300 ₹5,82,000 | 630 ₹12,22,200 | 500 ₹9,70,000 | 600 ₹11,64,000 | 150 ₹2,91,000 Lowest | 459 ₹8,90,460 |
| 10.00 | Item No 08 : M&L for Bituminous premix asphaltic dense concrete 50mm consolidated thickness with 6% binder content by weight of total mix, rolled and compacted to required camber and gradient with 8 to 10 tonne power roller complete complete all as specified and directed.
(Note- 1. Laying shall be done by means of self-propelled mechanical paver and screed temperature maintained not less than 140 degree C finishing with electronic sensor and hydraulic controls with suitable speed of 5 km/hr and capable of laying, spreading, tamping and finishing from hot mix plant and spreading shall be done by using mechanical sensor paver only.
2. Cost of testing charges, materials and transpotation etc for job mix formula shall deem to be included in quoted rate) | 1,940 | 10 Sqm | 6,300 ₹1,22,22,000 Lowest | 6,400 ₹1,24,16,000 | 6,500 ₹1,26,10,000 | 8,100 ₹1,57,14,000 | 7,200 ₹1,39,68,000 | 7,400 ₹1,43,56,000 | 7,400 ₹1,43,56,000 | 7,299 ₹1,41,60,060 |
| 11.00 | Item No 09 : Material and Labour marking lines, dashes, arrows, letters etc. exc. 10cm wide on bituminous/concrete pavement / parth surface with retro reflective thermoplastic road marking paint with reflector sign glass beads @ 250 gms per sqm area confirming to MORTH specifications, not less then 2mm thick of white/golden/ yellow as approved colour / shade and applied with machine, as per manufacturer's instructions including preparation of surface complete all as specified and directed. (Make: Shalimark of STP Ltd or M/S Kataline Infra Products Pvt Ltd or equivalent as approved by GE)
Note:- The rate included for provision of red signals to keep off traffic from wet paint cleaning road surfaces and working during odd hours when traffic is light.. | 440 | Sqm | 450 ₹1,98,000 | 600 ₹2,64,000 | 320 ₹1,40,800 Lowest | 630 ₹2,77,200 | 650 ₹2,86,000 | 700 ₹3,08,000 | 450 ₹1,98,000 | 549 ₹2,41,560 |
Tender Value
₹5.0 Cr
EMD Value
₹5.7 L
Closing Date
17 Jun 2026, 6:00 pmClosed
Chief Engineer Jabalpur Zone
CHIEF ENGINEER JABALPUR ZONE MILITARY ENGINEER SERVICES RIDGE ROAD JABALPUR CANTT
PROVISION OF ROAD (800X18M) AND LINK ROAD FOR MCTE, MHOW WITHIN KLP ACE UNDER GE (AWC) MHOW
2026_MES_764456_1
753054A PROVISION OF ROAD (800X18M) AND LINK ROAD FOR MCTE, MHOW WITHIN KLP ACE UNDER GE (AWC) MHOW
Open Tender
Civil Works
Item Rate
Mhow
AS PER NIT
8 documents required · 8 mandatory
₹2,000
GE AWC MHOW
₹5.7 L
Yes
31 Aug 2026
20 May 2026
24 Jun 2026
20 May 2026
17 Jun 2026
10 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2 | SCHEDULE "A" : | - | - | - | - |
| 3 | Item No 01 : Earth work in excavation 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) all kind of soil including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in charge complete all as specified and directed. | 8,730 | Cum | - | - |
| 4 | Item No 02 : Rolling and consolidating formation surface of road in cutting with 8-10 tonne power roller including watering and filling in depression which occur during rolling complete all as specified and directed. | 1,940 | 10 Sqm | - | - |
| 5 | Item No 03 : Laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per GSB Grade Ill as specified Table 400-1 of MaRTH specifications for Road and Bridge works, 2013, in a single layer over 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 per Table 900-1 of MaRTH specifications for Road and Bridge works, 2013 complete all as specified and directed. | 1,940 | 10 Sqm | - | - |
| 6 | Item No 04 : Laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layers 75mm each grading as pe 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 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 MORTH specifications for Road and Bridge works 2013 complete all as specified and directed. | 1,940 | 10 Sqm | - | - |
| 7 | Item No 05 : M&L for Preparing surfaces of unsurfaced water bound macadam 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 bituminous primer at 10 kg per 10 sq metre using (VG-10) paving bitumen paver. | 1,940 | 10 Sqm | - | - |
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