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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.6 LAccepted-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 | ₹46.6 L | L1 | Accepted-Finance BEING L1 |
| 2 | L2₹50.6 L+₹4.0 L (8.51%)Rejected-Finance | ₹50.6 L+₹4.0 L (8.51%) | L2 | Rejected-Finance NOT BEING L1 |
| 3 | L3₹50.8 L+₹4.2 L (8.96%)Rejected-Finance | ₹50.8 L+₹4.2 L (8.96%) | L3 | Rejected-Finance NOT BEING L1 |
| 4 | L4₹51.4 L+₹4.8 L (10.3%)Rejected-Finance 1 16 70 SAI NAGAR COLONY ALWAL SECUNDERABAD 500 015 | SECUNDERABAD | HYDERABAD | TELANGANA | 500015 | ₹51.4 L+₹4.8 L (10.3%) | L4 | Rejected-Finance NOT BEING L1 |
| 5 | L5₹51.9 L+₹5.3 L (11.4%)Rejected-Finance H NO 1 16 70 SAI NAGAR COLONY ALWAL SECUNDERABAD 500015 | HYDERABAD | TELANGANA | 500015 | ₹51.9 L+₹5.3 L (11.4%) | L5 | Rejected-Finance NOT BEING L1 |
| Sl No | Description | Qty | Unit | M/S DIVIJA BUILDERS L3 | M/S C MALLIAH & SONS L5 | M/s GM Constructions L8 | SAI RUPA CONSTRUCTIONS L7 | M/S RADHIKA ENTERPRISES L1 | BEEGEE DESIGN SYSTEMS L6 | ATUL ENTERPRISES L4 | K LAKSHMAN SINGH AND CO L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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, complete all as specified and directed.
Note:- Removal of surplus soil upto 50 mtrs is already included in the above item and distance beyond 50 m shall be measured and paid separately. | 864.8 | Cum | 333 ₹2,87,978.4 | 560 ₹4,84,288 | 450 ₹3,89,160 | 360 ₹3,11,328 | 441 ₹3,81,376.8 | 630 ₹5,44,824 | 500 ₹4,32,400 | 200 ₹1,72,960 Lowest |
| 2.00 | All as per Item No.01 above,but exceeding 1.50 m in depth and n.exc 3 m depth complete all as specified and directed. | 467.45 | Cum | 333 ₹1,55,660.85 Lowest | 441 ₹2,06,145.45 | 630 ₹2,94,493.5 | 345 ₹1,61,270.25 | 441 ₹2,06,145.45 | 450 ₹2,10,352.5 | 650 ₹3,03,842.5 | 630 ₹2,94,493.5 |
| 3.00 | All as per Item No.01 above,but exceeding 3 m in depth and n.exc 4.50 m depth complete all as specified and directed. | 132.93 | Cum | 333 ₹44,265.69 Lowest | 441 ₹58,622.13 | 810 ₹1,07,673.3 | 350 ₹46,525.5 | 441 ₹58,622.13 | 450 ₹59,818.5 | 750 ₹99,697.5 | 441 ₹58,622.13 |
| 4.00 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m depth for laying of foundations,drain pipes,manholes,etc and getting out in hard/dense soil complete all as specified and directed. | 70.67 | Cum | 333 ₹23,533.11 Lowest | 441 ₹31,165.47 | 630 ₹44,522.1 | 360 ₹25,441.2 | 441 ₹31,165.47 | 450 ₹31,801.5 | 400 ₹28,268 | 441 ₹31,165.47 |
| 5.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 777 | Cum | 162 ₹1,25,874 | 126 ₹97,902 | 126 ₹97,902 | 220 ₹1,70,940 | 216 ₹1,67,832 | 215 ₹1,67,055 | 100 ₹77,700 Lowest | 216 ₹1,67,832 |
| 6.00 | Removing excavated materials in soil to a distance n.exc 50 m and depositing where directed at a level n.exc 1.50 m above the starting point complete all as specified and directed. | 58.85 | Cum | 126 ₹7,415.1 Lowest | 126 ₹7,415.1 Lowest | 225 ₹13,241.25 | 135 ₹7,944.75 | 126 ₹7,415.1 Lowest | 130 ₹7,650.5 | 300 ₹17,655 | 126 ₹7,415.1 Lowest |
| 7.00 | Removing excavated materials in soil to a distance exc 50 m and n.exc 250 m depositing where directed at a level n.exc 1.50 m above the starting point complete all as specified and directed. | 700 | Cum | 126 ₹88,200 | 99 ₹69,300 Lowest | 270 ₹1,89,000 | 136 ₹95,200 | 126 ₹88,200 | 130 ₹91,000 | 350 ₹2,45,000 | 126 ₹88,200 |
| 8.00 | 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. | 55.55 | Cum | 5,400 ₹2,99,970 | 5,400 ₹2,99,970 | 5,400 ₹2,99,970 | 6,750 ₹3,74,962.5 | 5,400 ₹2,99,970 | 6,660 ₹3,69,963 | 3,000 ₹1,66,650 Lowest | 8,100 ₹4,49,955 |
| 9.00 | 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. | 4.23 | Cum | 8,100 ₹34,263 | 5,400 ₹22,842 | 9,000 ₹38,070 | 9,000 ₹38,070 | 5,400 ₹22,842 | 5,400 ₹22,842 | 3,000 ₹12,690 Lowest | 7,200 ₹30,456 |
| 10.00 | M&L Precast cement concrete block masonry with solid blocks exceeding 10cm in width by using precast cement concrete (1:3:6) type C1 (using 20 mm graded stone aggregate) and set in CM (1:6) complete all as specified and directed. | 265.04 | Cum | 8,100 ₹21,46,824 | 8,100 ₹21,46,824 | 9,000 ₹23,85,360 | 8,500 ₹22,52,840 | 5,724 ₹15,17,088.96 Lowest | 7,200 ₹19,08,288 | 6,500 ₹17,22,760 | 6,660 ₹17,65,166.4 |
Tender Value
₹47 L
EMD Value
₹94,000
Closing Date
2 Jul 2026, 6:00 pmClosed
Shri Rajesh Kumar Meena, GE
Garrison Engineer North 35 Allenby Lines Secunderabad 500087
PROVN OF ARTIFICIAL RECHARGE STRUCTURE FOR RAIN WATER HARVESTING UNDER JAL SHAKTI ABHIYAN AT MD ACCN OF KARGIL LINE MD ACCN OF AMMUGUDA AND BSH LINE MD ACCN OF HAIG LINE OTM ACCN OF 1 EME CENTRE AND MD ACCN OF 54 DIV UNDER AGE BR (N) NO I OF GE (NO
2026_MES_771295_1
8083
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
₹94,000
Yes
4 Aug 2026
11 Jun 2026
9 Jul 2026
11 Jun 2026
2 Jul 2026
25 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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, complete all as specified and directed.
Note:- Removal of surplus soil upto 50 mtrs is already included in the above item and distance beyond 50 m shall be measured and paid separately. | 864.8 | Cum | - | - |
| 2 | All as per Item No.01 above,but exceeding 1.50 m in depth and n.exc 3 m depth complete all as specified and directed. | 467.45 | Cum | - | - |
| 3 | All as per Item No.01 above,but exceeding 3 m in depth and n.exc 4.50 m depth complete all as specified and directed. | 132.93 | Cum | - | - |
| 4 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m depth for laying of foundations,drain pipes,manholes,etc and getting out in hard/dense soil complete all as specified and directed. | 70.67 | Cum | - | - |
| 5 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 777 | Cum | - | - |
| 6 | Removing excavated materials in soil to a distance n.exc 50 m and depositing where directed at a level n.exc 1.50 m above the starting point complete all as specified and directed. | 58.85 | Cum | - | - |
| 7 | Removing excavated materials in soil to a distance exc 50 m and n.exc 250 m depositing where directed at a level n.exc 1.50 m above the starting point complete all as specified and directed. | 700 | Cum | - | - |
| 8 | 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. | 55.55 | Cum | - | - |
| 9 | 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. | 4.23 | Cum | - | - |
| 10 | M&L Precast cement concrete block masonry with solid blocks exceeding 10cm in width by using precast cement concrete (1:3:6) type C1 (using 20 mm graded stone aggregate) and set in CM (1:6) complete all as specified and directed. | 265.04 | Cum | - | - |
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