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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.2 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹46.3 L+₹14,717.15 (0.32%)Admitted-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 | L2 | Admitted-Finance | |
| 3 | L3₹49.9 L+₹3.7 L (8.01%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹50.1 L+₹3.9 L (8.46%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹50.2 L+₹4.0 L (8.74%)Admitted-Finance 1 16 70 SAI NAGAR COLONY ALWAL SECUNDERABAD 500 015 | SECUNDERABAD | HYDERABAD | TELANGANA | 500015 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S DIVIJA BUILDERS L3 | B AND H CONSTRUCTIONS L4 | K CHANDRAPAL REDDY L1 | M/s GM Constructions L9 | SAI RUPA CONSTRUCTIONS L8 | K LAKSHMAN SINGH AND CO L7 | BEEGEE DESIGN SYSTEMS L6 | M/S RADHIKA ENTERPRISES L2 | ATUL ENTERPRISES L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for excavation over areas, n exc 1.5m deep and getting out in hard / dense soil complete all as specified & directed. | 443.12 | Cum | 350 ₹1,55,090.88 | 363 ₹1,60,851.4 | 279 ₹1,23,629.59 Lowest | 405 ₹1,79,462.3 | 450 ₹1,99,402.56 | 400 ₹1,77,246.72 | 370 ₹1,63,953.22 | 500 ₹2,21,558.4 | 500 ₹2,21,558.4 |
| 2.00 | M&L for excavation over areas, exc 1.5m but n. exc 3.0m deep and getting out in hard / dense soil complete all as specified & directed. | 232.49 | Cum | 370 ₹86,019.67 | 450 ₹1,04,618.52 | 306 ₹71,140.59 Lowest | 504 ₹1,17,172.74 | 625 ₹1,45,303.5 | 600 ₹1,39,491.36 | 460 ₹1,06,943.38 | 650 ₹1,51,115.64 | 600 ₹1,39,491.36 |
| 3.00 | M&L for excavation over areas, exc 1.5m but n. exc 4.5m deep and getting out in hard / dense soil complete all as specified & directed. | 127.17 | Cum | 560 ₹71,215.2 | 450 ₹57,226.5 | 315 ₹40,058.55 Lowest | 603 ₹76,683.51 | 695 ₹88,383.15 | 700 ₹89,019 | 475 ₹60,405.75 | 800 ₹1,01,736 | 750 ₹95,377.5 |
| 4.00 | M&L for excavation over areas, exc 1.5m but n. exc 6.0m deep and getting out in hard / dense soil complete all as specified & directed. | 84.78 | Cum | 750 ₹63,585 | 650 ₹55,107 | 324 ₹27,468.72 Lowest | 702 ₹59,515.56 | 990 ₹83,932.2 | 1,000 ₹84,780 | 645 ₹54,683.1 | 810 ₹68,671.8 | 850 ₹72,063 |
| 5.00 | M&L for plain cement concrete (1:4:8) type D-2 (using 40mm graded crushed stone aggregates) as in foundation of manholes and filling around the manholes complete all as specified & directed. | 17.36 | Cum | 5,500 ₹95,480 | 4,500 ₹78,120 | 3,060 ₹53,121.6 Lowest | 6,300 ₹1,09,368 | 6,100 ₹1,05,896 | 6,000 ₹1,04,160 | 4,600 ₹79,856 | 5,500 ₹95,480 | 3,500 ₹60,760 |
| 6.00 | M & L for walling of random rubble uncoursed, well bonded bedded and solidly hearted, built in CM 1:4 complete all as specified & directed. | 238.36 | Cum | 5,000 ₹11,91,797.68 | 4,000 ₹9,53,438.14 Lowest | 5,490 ₹13,08,593.85 | 5,400 ₹12,87,141.49 | 5,150 ₹12,27,551.61 | 5,000 ₹11,91,797.68 | 4,200 ₹10,01,110.05 | 4,410 ₹10,51,165.55 | 4,800 ₹11,44,125.77 |
| 7.00 | M &L for RCC (Nominal Mix) Type B1 (1:2:4) using 20mm graded crushed stone aggregate in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified & directed. | 6.77 | Cum | 8,500 ₹57,528 | 8,100 ₹54,820.8 | 5,040 ₹34,110.72 Lowest | 8,100 ₹54,820.8 | 9,000 ₹60,912 | 8,900 ₹60,235.2 | 8,000 ₹54,144 | 8,100 ₹54,820.8 | 7,500 ₹50,760 |
| 8.00 | M &L for RCC (Nominal Mix) Type B1 (1:2:4) using 20mm graded crushed stone aggregate Slabs supported on walls, beams and columns in floors, roofs, landings, balconies,canopies, deck slabs and in shelves and complete all as specified & directed. | 13.32 | Cum | 8,200 ₹1,09,204.48 | 540 ₹7,191.51 Lowest | 5,040 ₹67,120.8 | 8,100 ₹1,07,872.72 | 8,000 ₹1,06,540.95 | 8,200 ₹1,09,204.48 | 550 ₹7,324.69 | 7,500 ₹99,882.14 | 7,000 ₹93,223.33 |
| 9.00 | M & L for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc complete all as specified and directed. | 76.7 | SQM | 600 ₹46,022.4 | 540 ₹41,420.16 | 810 ₹62,130.24 | 810 ₹62,130.24 | 720 ₹55,226.88 | 650 ₹49,857.6 | 540 ₹41,420.16 | 500 ₹38,352 Lowest | 500 ₹38,352 Lowest |
| 10.00 | M & L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed. | 84.78 | SQM | 450 ₹38,151 Lowest | 540 ₹45,781.2 | 810 ₹68,671.8 | 810 ₹68,671.8 | 450 ₹38,151 Lowest | 456 ₹38,659.68 | 540 ₹45,781.2 | 500 ₹42,390 | 500 ₹42,390 |
Tender Value
₹48.4 L
EMD Value
₹97,000
Closing Date
2 Jul 2026, 6:00 pmClosed
RAMESH CHANDRA MEENA
GARRISON ENGINEER (SOUTH), MUDFORT, SECUNDERABAD PIN - 500003
PROVN OF RAIN WATER HARVESTING AT CERTAIN BUILDINGS AT ACHARYA ENCLAVE AND GP ENCLAVE ,HANUMAN TEPLE AREA ,SAFILGUDA POCKET II,THIMAYYA LINES AND AT MAP LINES UNDER JAL SHAKTI ABHIYAN UNDER AGE BR (S) NO I OF GE (S) SECUNDERABAD
2026_MES_771713_1
GE(S)/SEC/TOKEN-46 OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
GE SOUTH, MUDFORT, SECUNDERABAD
For Enlisted contractors class D and above category a (i) and for unenlisted contractors meeting the eligibility criteria of above class and category for along eligible class with EMD
6 documents required · 6 mandatory
₹500
GARRISON ENGINEER (SOUTH), MUDFORT, SECUNDERABAD
₹97,000
Yes
10 Aug 2026
12 Jun 2026
4 Jul 2026
12 Jun 2026
2 Jul 2026
27 Jun 2026
12 Jun 2026 - 26 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for excavation over areas, n exc 1.5m deep and getting out in hard / dense soil complete all as specified & directed. | 443.12 | Cum | - | - |
| 2 | M&L for excavation over areas, exc 1.5m but n. exc 3.0m deep and getting out in hard / dense soil complete all as specified & directed. | 232.49 | Cum | - | - |
| 3 | M&L for excavation over areas, exc 1.5m but n. exc 4.5m deep and getting out in hard / dense soil complete all as specified & directed. | 127.17 | Cum | - | - |
| 4 | M&L for excavation over areas, exc 1.5m but n. exc 6.0m deep and getting out in hard / dense soil complete all as specified & directed. | 84.78 | Cum | - | - |
| 5 | M&L for plain cement concrete (1:4:8) type D-2 (using 40mm graded crushed stone aggregates) as in foundation of manholes and filling around the manholes complete all as specified & directed. | 17.36 | Cum | - | - |
| 6 | M & L for walling of random rubble uncoursed, well bonded bedded and solidly hearted, built in CM 1:4 complete all as specified & directed. | 238.36 | Cum | - | - |
| 7 | M &L for RCC (Nominal Mix) Type B1 (1:2:4) using 20mm graded crushed stone aggregate in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified & directed. | 6.77 | Cum | - | - |
| 8 | M &L for RCC (Nominal Mix) Type B1 (1:2:4) using 20mm graded crushed stone aggregate Slabs supported on walls, beams and columns in floors, roofs, landings, balconies,canopies, deck slabs and in shelves and complete all as specified & directed. | 13.32 | Cum | - | - |
| 9 | M & L for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc complete all as specified and directed. | 76.7 | SQM | - | - |
| 10 | M & L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed. | 84.78 | SQM | - | - |
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