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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.8 LAccepted-AOC | L1 | Accepted-AOC L1 Bidder and quoted rates are reasonable. | |
| 2 | L2₹31.8 L+₹2.0 L (6.65%)Rejected-Finance MAHALAXMI ENCLAVE OPPOSITE SLP COLLEGE MORAR GWALIOR MP | GWALIOR | GWALIOR | MADHYA PRADESH | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹32.8 L+₹3.0 L (9.90%)Rejected-Finance 23 A MORAR ENCLAVE GOLA KA MANDIR MORAR GWALIOR MP 474005 | GWALIOR | GWALIOR | MP | 474005 | L3 | Rejected-Finance Not Lowest | |
| 4 | L4₹34.5 L+₹4.7 L (15.7%)Rejected-Finance RAVI KIRAN MARKET JIWAJI CHOWK BADA LASHKAR GWALIOR M P 474001 | GWALIOR | GWALIOR | MADHYA PRADESH | 474001 | L4 | Rejected-Finance Not Lowest | |
| 5 | L5₹35.9 L+₹6.1 L (20.4%)Rejected-Finance HOUSE NO 03 RAGHAVPURAM MALL ROAD MORAR GWALIOR | GWALIOR | GWALIOR | MADHYA PRADESH | L5 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | M.S. ENGINEERS L2 | MAHARAJ KUNWAR SAHAB CONSTRUCTION L1 | M/s. Ravi and brothers L5 | RAVINDRA SALES L4 | M/S SANJAY AGARWAL L8 | M/s Himgiri construction L7 | M/S Rajeev Construction L3 | BEHL CONSTRUCTION CO L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n. exc 15cm deep and averaging 15cm deep and getting out in hard/dense soil | 1,460.28 | Sqm | 15 ₹21,904.2 Lowest | 90 ₹1,31,425.2 | 25 ₹36,507 | 60 ₹87,616.8 | 50 ₹73,014 | 30 ₹43,808.4 | 20 ₹29,205.6 | 20 ₹29,205.6 |
| 2.00 | 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) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in charge | 171.26 | Cum | 150 ₹25,689 Lowest | 200 ₹34,252 | 190 ₹32,539.4 | 350 ₹59,941 | 300 ₹51,378 | 275 ₹47,096.5 | 150 ₹25,689 Lowest | 220 ₹37,677.2 |
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 1.5m 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, as directed by Engineer-in charge | 108.04 | Cum | 200 ₹21,608 | 250 ₹27,010 | 300 ₹32,412 | 350 ₹37,814 | 350 ₹37,814 | 500 ₹54,020 | 150 ₹16,206 Lowest | 210 ₹22,688.4 |
| 4.00 | M&L Boring hole in rainwater harvesting pit in any type of soil of 550mm bore etc complete all as specified | 104 | RM | 700 ₹72,800 Lowest | 1,250 ₹1,30,000 | 800 ₹83,200 | 1,500 ₹1,56,000 | 2,500 ₹2,60,000 | 2,500 ₹2,60,000 | 1,950 ₹2,02,800 | 1,400 ₹1,45,600 |
| 5.00 | S&F 150mm Bore dia PVC/ HDPE pipe in bore hole complete all as specified and directed | 1,353.87 | RM | 800 ₹10,83,096 | 570 ₹7,71,705.9 Lowest | 950 ₹12,86,176.5 | 650 ₹8,80,015.5 | 1,150 ₹15,56,950.5 | 1,150 ₹15,56,950.5 | 800 ₹10,83,096 | 1,150 ₹15,56,950.5 |
| 6.00 | S&F 150mm Bore dia perforated/slotted PVC/ HDPE pipe in bore hole complete all as specified and directed | 24 | RM | 850 ₹20,400 | 600 ₹14,400 Lowest | 1,100 ₹26,400 | 700 ₹16,800 | 1,300 ₹31,200 | 1,500 ₹36,000 | 800 ₹19,200 | 1,400 ₹33,600 |
| 7.00 | M&L stone aggregate gravel of gauge 3.60 mm, complete all as specified.. | 22.86 | Cum | 850 ₹19,431 | 720 ₹16,459.2 Lowest | 1,000 ₹22,860 | 3,000 ₹68,580 | 3,000 ₹68,580 | 2,250 ₹51,435 | 1,000 ₹22,860 | 2,250 ₹51,435 |
| 8.00 | M&L cement concrete (1:2:4) type B-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified. | 11.48 | Cum | 4,000 ₹45,920 Lowest | 5,000 ₹57,400 | 4,500 ₹51,660 | 5,500 ₹63,140 | 7,000 ₹80,360 | 6,800 ₹78,064 | 4,200 ₹48,216 | 6,200 ₹71,176 |
| 9.00 | M&L Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; verticle or to batter with rough finish flat surface. | 34.32 | Sqm | 250 ₹8,580 Lowest | 400 ₹13,728 | 300 ₹10,296 | 350 ₹12,012 | 350 ₹12,012 | 400 ₹13,728 | 300 ₹10,296 | 900 ₹30,888 |
| 10.00 | M&L for mild steel TMT bars 10mm dia and over cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wire 0.9 mm dia. | 5,960 | KG | 100 ₹5,96,000 | 100 ₹5,96,000 | 90 ₹5,36,400 Lowest | 95 ₹5,66,200 | 130 ₹7,74,800 | 125 ₹7,45,000 | 115 ₹6,85,400 | 110 ₹6,55,600 |
Tender Value
₹47.6 L
EMD Value
₹95,160
Closing Date
19 Mar 2026, 6:00 pmClosed
Garrison Engineer Gwalior
Garrison Engineer Gwalior Morar Cantt
PROVN OF CHANNELIZING OF RAIN WATER AND RECHARGING GROUND WATER AT VARIOUS LOCATIONS UNDER AGE B/R-I AT GE GWALIOR.
2026_MES_754471_1
8286/GWL/E8
Open Tender
Civil Works
Item Rate
180 days
Garrison Engineer Gwalior
Please ref tender documents
9 documents required · 9 mandatory
₹500
Garrison Engineer Gwalior
₹95,160
Yes
15 Jun 2026
26 Feb 2026
23 Mar 2026
26 Feb 2026
19 Mar 2026
13 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n. exc 15cm deep and averaging 15cm deep and getting out in hard/dense soil | 1,460.28 | Sqm | - | - |
| 2 | 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) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in charge | 171.26 | Cum | - | - |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 1.5m 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, as directed by Engineer-in charge | 108.04 | Cum | - | - |
| 4 | M&L Boring hole in rainwater harvesting pit in any type of soil of 550mm bore etc complete all as specified | 104 | RM | - | - |
| 5 | S&F 150mm Bore dia PVC/ HDPE pipe in bore hole complete all as specified and directed | 1,353.87 | RM | - | - |
| 6 | S&F 150mm Bore dia perforated/slotted PVC/ HDPE pipe in bore hole complete all as specified and directed | 24 | RM | - | - |
| 7 | M&L stone aggregate gravel of gauge 3.60 mm, complete all as specified.. | 22.86 | Cum | - | - |
| 8 | M&L cement concrete (1:2:4) type B-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified. | 11.48 | Cum | - | - |
| 9 | M&L Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; verticle or to batter with rough finish flat surface. | 34.32 | Sqm | - | - |
| 10 | M&L for mild steel TMT bars 10mm dia and over cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wire 0.9 mm dia. | 5,960 | KG | - | - |
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