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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.2 LAccepted-Finance | ₹49.2 L | L1 | Accepted-Finance BEING L1 |
| 2 | L2₹50.4 L+₹1.2 L (2.39%)Rejected-Finance 1 16 70 SAI NAGAR COLONY ALWAL SECUNDERABAD 500 015 | SECUNDERABAD | HYDERABAD | TELANGANA | 500015 | ₹50.4 L+₹1.2 L (2.39%) | L2 | Rejected-Finance NOT BEING L1 |
| 3 | L3₹53.5 L+₹4.3 L (8.71%)Rejected-Finance | ₹53.5 L+₹4.3 L (8.71%) | L3 | Rejected-Finance NOT BEING L1 |
| 4 | L4₹54.0 L+₹4.8 L (9.76%)Rejected-Finance DOOR NO 43 2 BESIDES VIZAG DEFENCE ACADEMY 104 AREA KAPPARADA VISAKHAPATNAM 530013 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530013 | ₹54.0 L+₹4.8 L (9.76%) | L4 | Rejected-Finance NOT BEING L1 |
| 5 | L5₹54.5 L+₹5.3 L (10.7%)Rejected-Finance D 16 OF HQ ADG P CHENNAI PLOT NO 97 SANTOSH NAGAR BALAJI NAGAR NEAR CURRENT OFFICE MEDCHAL MALKAJGIRI TELANGANA 500087 | MEDCHAL MALKAJGIRI | TELANGANA | 500087 | ₹54.5 L+₹5.3 L (10.7%) | L5 | Rejected-Finance NOT BEING L1 |
| Sl No | Description | Qty | Unit | Mavee Syndicate L4 | Himagiri Constructions L3 | M/s GM Constructions L6 | SHAH ENTERPRISES L8 | ATUL ENTERPRISES L2 | M/S RADHIKA ENTERPRISES L5 | K LAKSHMAN SINGH AND CO L1 | MVS ENTERPRISES L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in hard/dense soil complete all as specified and as directed. | 20 | Sqm | 50 ₹1,000 | 50 ₹1,000 | 63 ₹1,260 | 20 ₹400 Lowest | 55 ₹1,100 | 50 ₹1,000 | 50 ₹1,000 | 52 ₹1,040 |
| 2.00 | Earth work in excavation of ordinary rock 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-incharge. | 175.75 | Cum | 500 ₹87,875 | 500 ₹87,875 | 666 ₹1,17,049.5 | 1,000 ₹1,75,750 | 450 ₹79,087.5 | 500 ₹87,875 | 400 ₹70,300 Lowest | 480 ₹84,360 |
| 3.00 | All as per Item No.02 above,but exceeding 1.50 m in depth and n.exc 3 m depth | 93.49 | Cum | 700 ₹65,443 | 700 ₹65,443 | 702 ₹65,629.98 | 1,500 ₹1,40,235 | 600 ₹56,094 | 700 ₹65,443 | 500 ₹46,745 Lowest | 686 ₹64,134.14 |
| 4.00 | All as per Item No.02 above,but exceeding 3 m in depth and n.exc 4.50 m depth | 29.54 | Cum | 800 ₹23,632 | 800 ₹23,632 | 801 ₹23,661.54 | 2,000 ₹59,080 | 750 ₹22,155 | 800 ₹23,632 | 600 ₹17,724 Lowest | 799 ₹23,602.46 |
| 5.00 | Excavation in trenches n.exc 1.5m wide and not exc 1.5m deep for laying of drain pipes etc or for manhole, etc., and not exceeding 1.5 m in depth and getting out in hard/dense soil complete all as specifed and directed. | 44.17 | Cum | 900 ₹39,753 | 900 ₹39,753 | 882 ₹38,957.94 | 500 ₹22,085 Lowest | 700 ₹30,919 | 900 ₹39,753 | 700 ₹30,919 | 890 ₹39,311.3 |
| 6.00 | Returning, filling in, excavated soil including spreading, levelling, watering and well ramming in layers n.exc 25 cm. etc, complete all as specifed and directed. | 170.41 | Cum | 100 ₹17,041 | 100 ₹17,041 | 99 ₹16,870.59 | 50 ₹8,520.5 Lowest | 80 ₹13,632.8 | 100 ₹17,041 | 75 ₹12,780.75 | 99 ₹16,870.59 |
| 7.00 | Removal of excavated soil to a distance n exc 50 mtr and depositing where directed at level n exc 1.5 m above the starting point etc, complete all as specifed and directed. | 156.22 | Cum | 200 ₹31,244 | 200 ₹31,244 | 207 ₹32,337.54 | 250 ₹39,055 | 350 ₹54,677 | 200 ₹31,244 | 75 ₹11,716.5 Lowest | 206 ₹32,181.32 |
| 8.00 | M&L Providing PCC (1:4:8) type D-2 (using 40 mm graded stone aggregate) as in filling foundation , sub base of floor and mass concrete complete all as specifed and directed. | 0.5 | Cum | 5,000 ₹2,484 | 5,000 ₹2,484 | 4,500 ₹2,235.6 Lowest | 7,000 ₹3,477.6 | 5,500 ₹2,732.4 | 5,000 ₹2,484 | 5,000 ₹2,484 | 4,980 ₹2,474.06 |
| 9.00 | M & L PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in foundations filling and mass concrete complete all as specified and directed. | 11.38 | Cum | 5,000 ₹56,900 | 5,000 ₹56,900 | 5,400 ₹61,452 | 7,000 ₹79,660 | 5,500 ₹62,590 | 5,000 ₹56,900 | 5,000 ₹56,900 | 4,980 ₹56,672.4 Lowest |
| 10.00 | M & L PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in surface channels and drains complete all as specified and directed. | 0.77 | Cum | 5,000 ₹3,850 Lowest | 5,000 ₹3,850 Lowest | 5,400 ₹4,158 | 7,000 ₹5,390 | 5,500 ₹4,235 | 5,000 ₹3,850 Lowest | 5,000 ₹3,850 Lowest | 5,200 ₹4,004 |
Tender Value
₹47.3 L
EMD Value
₹94,500
Closing Date
27 Jun 2026, 6:00 pmClosed
Shri Rajesh Kumar Meena, GE
Garrison Engineer North 35 Allenby Lines Secunderabad 500087
SPECIAL REPAIR TO BUILDING NO P119 (KARGIL LINE) 06 QTRS OF 7 ENGR REGT AND PROVN OF ARTIFICIAL RECHARGE STRUCTURE FOR RAIN WATER HARVESTING AT OTM ACCN OF 1 EME CENTRE UNDER AGE BR (N) NO I OF GE (N) SECUNDERABAD
2026_MES_770314_1
8058
Open Tender
Civil Works
Item Rate
180 days
GARRISON ENGINEER NORTH SECUNDERABAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER NORTH SECUNDERABAD
₹94,500
Yes
4 Aug 2026
6 Jun 2026
4 Jul 2026
6 Jun 2026
27 Jun 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in hard/dense soil complete all as specified and as directed. | 20 | Sqm | - | - |
| 2 | Earth work in excavation of ordinary rock 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-incharge. | 175.75 | Cum | - | - |
| 3 | All as per Item No.02 above,but exceeding 1.50 m in depth and n.exc 3 m depth | 93.49 | Cum | - | - |
| 4 | All as per Item No.02 above,but exceeding 3 m in depth and n.exc 4.50 m depth | 29.54 | Cum | - | - |
| 5 | Excavation in trenches n.exc 1.5m wide and not exc 1.5m deep for laying of drain pipes etc or for manhole, etc., and not exceeding 1.5 m in depth and getting out in hard/dense soil complete all as specifed and directed. | 44.17 | Cum | - | - |
| 6 | Returning, filling in, excavated soil including spreading, levelling, watering and well ramming in layers n.exc 25 cm. etc, complete all as specifed and directed. | 170.41 | Cum | - | - |
| 7 | Removal of excavated soil to a distance n exc 50 mtr and depositing where directed at level n exc 1.5 m above the starting point etc, complete all as specifed and directed. | 156.22 | Cum | - | - |
| 8 | M&L Providing PCC (1:4:8) type D-2 (using 40 mm graded stone aggregate) as in filling foundation , sub base of floor and mass concrete complete all as specifed and directed. | 0.5 | Cum | - | - |
| 9 | M & L PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in foundations filling and mass concrete complete all as specified and directed. | 11.38 | Cum | - | - |
| 10 | M & L PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in surface channels and drains complete all as specified and directed. | 0.77 | Cum | - | - |
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