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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.8 LAccepted-AOC D NO 39 9 99 56 FLAT NO 501 SRI SAMPATH RESIDENCY MURALINAGAR VISAKHAPATNAM 530 007 | VISAKHAPATANAM | ANDHRA PRADESH | 530007 | ₹38.8 L Quoted ₹39.0 L | L1 | Accepted-AOC Lowest Bidder Selected. |
| 2 | L2₹48.4 L+₹9.3 L (23.9%)Rejected-Finance | ₹48.4 L+₹9.3 L (23.9%) | L2 | Rejected-Finance Not Being L1 |
| 3 | L3₹50.9 L+₹11.9 L (30.5%)Rejected-Finance | ₹50.9 L+₹11.9 L (30.5%) | L3 | Rejected-Finance Not Being L1 |
| 4 | L4₹52.8 L+₹13.8 L (35.3%)Rejected-Finance | ₹52.8 L+₹13.8 L (35.3%) | L4 | Rejected-Finance Not Being L1 |
| 5 | L5₹54.7 L+₹15.7 L (40.1%)Rejected-Finance | ₹54.7 L+₹15.7 L (40.1%) | L5 | Rejected-Finance Not Being L1 |
| Sl No | Description | Qty | Unit | ARP ENTERPRISES L1 | B R C CONSTRUCTIONS L2 | M/s RAMA LAKSHMI CONSTRUCTIONS L9 | Sri Sai Krishna Construction L7 | S J REDDY L5 | BV SAYANNA SONS L4 | GUTHIKONDA BROTHERS L3 | RAMESH ENTERPRISES L6 | Sadrush Enterprises L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for machanized cutting and cleaning of vegetation and grass upto height 3 inch from ground level around the runway , taxi track and link roads of run way and other areas within Air Force Acamedy by providing 01 No 'D' type Jungle Jim having steel chain and bullet gear box alongwith tractor of capacity not less than 35 HP capacity and also including 01 Driver cum operator including necessary fuel / oil and lubricants etc complete all as directed by Engineer-in-Charge.
Note:- Whereever movement of Jungle Jim is not feasible due to obstructions and at edges of pavement surfaces the same shall be cleared manually by bush cutter / grass cutter machine or in any other tools with manually complete all as directed. | 52,00,000 | Sqm | 0.5 ₹26,00,000 | 0.53 ₹27,61,200 | 0.3 ₹15,60,000 Lowest | 0.4 ₹20,80,000 | 0.36 ₹18,72,000 | 0.4 ₹20,80,000 | 0.35 ₹18,20,000 | 0.76 ₹39,52,000 | 1 ₹52,00,000 |
| 2.00 | M&L for Grass cutting /manual /Brush cutter for scapping around DTGM Boards , signage boards and edge of pavement surface etc where as jungle jim is not feasible to operate including necessary fuel / oil and lubricants etc complete all as directed by Engineer-in-Charge. | 6,00,000 | Sqm | 1 ₹6,00,000 | 1.08 ₹6,48,000 | 10 ₹60,00,000 | 4.15 ₹24,90,000 | 4.05 ₹24,30,000 | 3 ₹18,00,000 | 3.65 ₹21,90,000 | 0.31 ₹1,86,000 Lowest | 1 ₹6,00,000 |
| 3.00 | M&L for Shoulder levelling &100mm thick soil filling on shoulder Kankar or laterite, spread,rolled and consolidated to gradient and camber required Moorum/Red bajri, etc complete all as directed by Engineer-in-Charge. | 280 | Per/10Sqm | 100 ₹28,000 Lowest | 1,332 ₹3,72,960 | 1,600 ₹4,48,000 | 820 ₹2,29,600 | 810 ₹2,26,800 | 2,100 ₹5,88,000 | 1,800 ₹5,04,000 | 2,055 ₹5,75,400 | 1,500 ₹4,20,000 |
| 4.00 | Desiting of drain (open/Closed) of any size by removing taking out silt, Sand, clay & sludge etc from the drain and removing the same to outside of MD land complete all as specified and as directed by Engineer-in-Charge. | 2,100 | Cum | 100 ₹2,10,000 Lowest | 360 ₹7,56,000 | 100 ₹2,10,000 Lowest | 165 ₹3,46,500 | 207 ₹4,34,700 | 200 ₹4,20,000 | 185 ₹3,88,500 | 185 ₹3,88,500 | 200 ₹4,20,000 |
| 5.00 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed. | 20 | Cum | 1,800 ₹36,000 | 900 ₹18,000 | 600 ₹12,000 | 1,700 ₹34,000 | 2,070 ₹41,400 | 450 ₹9,000 Lowest | 600 ₹12,000 | 455 ₹9,100 | 1,900 ₹38,000 |
| 6.00 | M&L for PCC (1:4:8) type D2 (using 40 mm graded stone aggreagate) as in foundations, filling and mass concrete, complete all as specified and as directed by Engineer-in-Charge.. | 20 | Cum | 5,300 ₹1,06,000 Lowest | 5,400 ₹1,08,000 | 5,500 ₹1,10,000 | 6,000 ₹1,20,000 | 6,300 ₹1,26,000 | 6,000 ₹1,20,000 | 6,500 ₹1,30,000 | 6,550 ₹1,31,000 | 6,000 ₹1,20,000 |
| 7.00 | Demolition of brick work or stone boulder masonry, Stone pitching grouted in cement mortar built in cement mortar of any descrition including all quoins, arches, pillars, etc as directed by Engr-in-Charge. | 55 | Cum | 900 ₹49,500 | 540 ₹29,700 | 350 ₹19,250 Lowest | 1,750 ₹96,250 | 1,800 ₹99,000 | 400 ₹22,000 | 500 ₹27,500 | 425 ₹23,375 | 1,900 ₹1,04,500 |
| 8.00 | M&L for Boulder pitching, Boulders must be durable, hard, free from cracks, and not subject to weathering. Minimum Specific Gravity is usually 2.65, and it should be at least 300 mm in size, chiselled on all the sides to be fixed in a masonry pattern, usually on a slope or flat surface. Stones are placed by hand in a herring bond pattern, tightly packed. Joints or filling the gaps can be tightly grouted with cement mortar 1:4, complete all as specified and as directed by the Engineer-in-Charge. | 50 | Cum | 5,100 ₹2,55,000 | 2,700 ₹1,35,000 | 3,500 ₹1,75,000 | 3,000 ₹1,50,000 | 4,500 ₹2,25,000 | 4,600 ₹2,30,000 | 200 ₹10,000 Lowest | 4,805 ₹2,40,250 | 4,000 ₹2,00,000 |
| 9.00 | All as per Sl item No. 8 above but except stones , complete all as specified and as directed by Engineer-in-Charge. | 5 | Cum | 3,500 ₹17,500 | 1,260 ₹6,300 Lowest | 1,500 ₹7,500 | 1,900 ₹9,500 | 2,700 ₹13,500 | 2,000 ₹10,000 | 2,400 ₹12,000 | 2,050 ₹10,250 | 2,000 ₹10,000 |
Tender Value
₹49 L
EMD Value
₹98,000
Closing Date
16 May 2026, 6:00 pmClosed
GARRISON ENGINEER
GE (AFA) Hyderabad, Dundigal, Hyderabad
GRASS CUTTING, CLEARING VEGETATION AND REMOVAL OF GRASS ETC. IN AIRFIELD AREA OF NORTH RUNWAY SOUTH RUNWAY AT AFA HYDERABAD
2026_MES_762151_1
8697/E8
Open Tender
Civil Works
Item Rate
330 days
HYDERABAD
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
GE AFA HYDERABAD
₹98,000
Yes
3 Aug 2026
25 Apr 2026
18 May 2026
25 Apr 2026
16 May 2026
9 May 2026
25 Apr 2026 - 8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for machanized cutting and cleaning of vegetation and grass upto height 3 inch from ground level around the runway , taxi track and link roads of run way and other areas within Air Force Acamedy by providing 01 No 'D' type Jungle Jim having steel chain and bullet gear box alongwith tractor of capacity not less than 35 HP capacity and also including 01 Driver cum operator including necessary fuel / oil and lubricants etc complete all as directed by Engineer-in-Charge.
Note:- Whereever movement of Jungle Jim is not feasible due to obstructions and at edges of pavement surfaces the same shall be cleared manually by bush cutter / grass cutter machine or in any other tools with manually complete all as directed. | 52,00,000 | Sqm | - | - |
| 2 | M&L for Grass cutting /manual /Brush cutter for scapping around DTGM Boards , signage boards and edge of pavement surface etc where as jungle jim is not feasible to operate including necessary fuel / oil and lubricants etc complete all as directed by Engineer-in-Charge. | 6,00,000 | Sqm | - | - |
| 3 | M&L for Shoulder levelling &100mm thick soil filling on shoulder Kankar or laterite, spread,rolled and consolidated to gradient and camber required Moorum/Red bajri, etc complete all as directed by Engineer-in-Charge. | 280 | Per/10Sqm | - | - |
| 4 | Desiting of drain (open/Closed) of any size by removing taking out silt, Sand, clay & sludge etc from the drain and removing the same to outside of MD land complete all as specified and as directed by Engineer-in-Charge. | 2,100 | Cum | - | - |
| 5 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed. | 20 | Cum | - | - |
| 6 | M&L for PCC (1:4:8) type D2 (using 40 mm graded stone aggreagate) as in foundations, filling and mass concrete, complete all as specified and as directed by Engineer-in-Charge.. | 20 | Cum | - | - |
| 7 | Demolition of brick work or stone boulder masonry, Stone pitching grouted in cement mortar built in cement mortar of any descrition including all quoins, arches, pillars, etc as directed by Engr-in-Charge. | 55 | Cum | - | - |
| 8 | M&L for Boulder pitching, Boulders must be durable, hard, free from cracks, and not subject to weathering. Minimum Specific Gravity is usually 2.65, and it should be at least 300 mm in size, chiselled on all the sides to be fixed in a masonry pattern, usually on a slope or flat surface. Stones are placed by hand in a herring bond pattern, tightly packed. Joints or filling the gaps can be tightly grouted with cement mortar 1:4, complete all as specified and as directed by the Engineer-in-Charge. | 50 | Cum | - | - |
| 9 | All as per Sl item No. 8 above but except stones , complete all as specified and as directed by Engineer-in-Charge. | 5 | Cum | - | - |
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