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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.2 LAccepted-AOC ROOM NO 281 GANESH MARUTI NAGAR CAPTAIN PRAKASH PETHE MARG BACKBAY BUS DEPOT CUFFE PARADE MUMBAI 400005 | MUMBAI | MUMBAI | MAHARASHTRA | 400005 | ₹20.2 L Quoted ₹20.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹20.5 L+₹1,605 (0.08%)Rejected-Finance | ₹20.5 L+₹1,605 (0.08%) | L2 | Rejected-Finance Other than lowest |
| 3 | L3₹21.4 L+₹91,855 (4.49%)Rejected-Finance LOHIA NAGAR WARD NO 14 CHANDAULI UP 232104 | CHANDAULI | CHANDAULI | UP | 232104 | ₹21.4 L+₹91,855 (4.49%) | L3 | Rejected-Finance Other than lowest |
| 4 | L4₹22.3 L+₹1.8 L (9.01%)Rejected-Finance | ₹22.3 L+₹1.8 L (9.01%) | L4 | Rejected-Finance Other than lowest |
| 5 | L5₹22.9 L+₹2.5 L (12.1%)Rejected-Finance | ₹22.9 L+₹2.5 L (12.1%) | L5 | Rejected-Finance Other than lowest |
| Sl No | Description | Qty | Unit | M/S SAMRAT TRADING AGENCY L5 | MS JAGDAMBA ENTERPRISES L2 | M/S SHEO KUMAR SINGH AND SONS L4 | AZ ENGINEERING & CONSTRUCTION L6 | RKT ENGINEER & SONS L3 | G S CONSTRUCTION L8 | ARTI ENTERPRISES L1 | VISHNUDEO CONSTRUCTION L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n.exc (not exceeding) 30cm deep and averaging 15cm deep and cleaning away all grass, vegitation, sapling, shrub, brushwood, undergrowth & removing rubish upto a distance of 50m as directed by Engg-in-Charge complete, all as specified. | 2,000 | Square Metre | 20 ₹40,000 | 21 ₹42,000 | 50 ₹1,00,000 | 25 ₹50,000 | 23 ₹46,000 | 30 ₹60,000 | 18 ₹36,000 | 10 ₹20,000 Lowest |
| 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 Sq.m on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified. | 11.5 | Cubic Metre | 400 ₹4,600 | 290 ₹3,335 | 1,000 ₹11,500 | 100 ₹1,150 Lowest | 400 ₹4,600 | 450 ₹5,175 | 850 ₹9,775 | 400 ₹4,600 |
| 3.00 | Forming embankments including raising (or lowering) earth, spreading in layers n exc 30 cm thick & height not exceeding 1.5 metre high from base watering, ramming to obtain optimum moisture condition to the specified percentage of standard proctor density not less than 95 percent and finishing to required size & shape as directed by Engineer-in-Charge.
NOTES: -
(i) Removing boulders / lumps of size 75mm and above by screening the soil before filling in traverse. | 10 | Cubic Metre | 350 ₹3,500 | 210 ₹2,100 | 1,000 ₹10,000 | 100 ₹1,000 Lowest | 250 ₹2,500 | 250 ₹2,500 | 500 ₹5,000 | 600 ₹6,000 |
| 4.00 | Forming embankments including raising (or lowering) earth, spreading in layers n exc 30 cm thick & height exceeding 1.5 metre but n. exc 3.00 metre high from base watering, ramming to obtain optimum moisture condition to the specified percentage of standard proctor density not less than 95 percent and finishing to required size & shape as directed by Engineer-in-Charge.
NOTES: -
(i) Removing boulders / lumps of size 75mm and above by screening the soil before filling in traverse. | 1.5 | Cubic Metre | 600 ₹900 | 300 ₹450 | 3,500 ₹5,250 | 7,000 ₹10,500 | 280 ₹420 | 250 ₹375 Lowest | 500 ₹750 | 600 ₹900 |
| 5.00 | PCC type C-2 (1:3:6), using 40 mm graded stone aggregates as in surface channels and drains, complete all as specified. | 50 | Cubic Metre | 5,800 ₹2,90,000 | 6,500 ₹3,25,000 | 2,500 ₹1,25,000 Lowest | 5,000 ₹2,50,000 | 5,500 ₹2,75,000 | 5,800 ₹2,90,000 | 6,050 ₹3,02,500 | 6,500 ₹3,25,000 |
| 6.00 | Cement concrete, type B-1 (1:2:4), using 20 mm graded stone aggregates as in cills, steps, seismic and other similar band, plinth courses, lacing courses , copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angle and throating complete all as specified. | 4 | Cubic Metre | 7,800 ₹31,200 | 6,500 ₹26,000 | 3,500 ₹14,000 Lowest | 5,500 ₹22,000 | 9,000 ₹36,000 | 6,100 ₹24,400 | 7,500 ₹30,000 | 8,000 ₹32,000 |
| 7.00 | Brick work usingBrick work with sub class 'B' brick, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar (1:4), complete all as specified. | 50 | Cubic Metre | 5,750 ₹2,87,500 | 6,800 ₹3,40,000 | 5,000 ₹2,50,000 Lowest | 6,800 ₹3,40,000 | 5,800 ₹2,90,000 | 5,500 ₹2,75,000 | 7,050 ₹3,52,500 | 6,500 ₹3,25,000 |
| 8.00 | Brick work using old size bricks (EXCEPT BRICKS) straight or curved on plan exceeding 6.00 metre mean radius, built in cement mortar (1:4), complete all as specified. | 32 | Cubic Metre | 2,500 ₹80,000 | 3,000 ₹96,000 | 4,500 ₹1,44,000 | 7,000 ₹2,24,000 | 2,800 ₹89,600 | 2,500 ₹80,000 | 2,200 ₹70,400 | 1,500 ₹48,000 Lowest |
| 9.00 | Straight or raking cutting in existing brickwall fair cutting n exc 10 cm width or girth on exposed surfaces of brickwork such as in splays, chamfers, etc including rubbed finish and waste as in making weep holes in existing drainage wall making good including filling loose boulder of diffrent size back side of weep hole of size 20 cm x 20 cm x 20 cm complete all as specified and directed. | 50 | Running Metre | 70 ₹3,500 | 100 ₹5,000 | 500 ₹25,000 | 200 ₹10,000 | 150 ₹7,500 | 150 ₹7,500 | 50 ₹2,500 Lowest | 100 ₹5,000 |
| 10.00 | Rendering 15 mm thick on fair faces of brick work or concrete surfaces, finished even and smooth using extra cement on walls in cement mortar (1:4), complete all as specified. | 400 | Square Metre | 265 ₹1,06,000 | 280 ₹1,12,000 | 140 ₹56,000 Lowest | 260 ₹1,04,000 | 320 ₹1,28,000 | 300 ₹1,20,000 | 320 ₹1,28,000 | 300 ₹1,20,000 |
Tender Value
₹33 L
EMD Value
₹66,000
Closing Date
23 Jun 2026, 6:00 pmClosed
GARRISON ENGINEER AIR FORCE BIHTA
Military Engineer Services AF Stn Bihta 801103
RUNWAY REHABILITATION SCHEME AND REPAIR MAINT OF MANSOON DRAIN, DTGM AND SIGN BOARDS, FILLING OF DITCHES ON SHOULDERS, LEVELLING, CLEARANCE OF GRASS USING JCB, JUNGLE JIM ETC AT AF STN BIHTA
2026_MES_769462_1
GE/AF/BHT-10/2026-27
Open Tender
Civil Works
Item Rate
180 days
Bihta
Refer NIT and Tender Documents
8 documents required · 8 mandatory
₹500
GE AF BIHTA
₹66,000
Yes
10 Sept 2026
3 Jun 2026
29 Jun 2026
3 Jun 2026
23 Jun 2026
17 Jun 2026
3 Jun 2026 - 16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc (not exceeding) 30cm deep and averaging 15cm deep and cleaning away all grass, vegitation, sapling, shrub, brushwood, undergrowth & removing rubish upto a distance of 50m outside the peripheri pf the area under clearance complete, all as specified. | 2,000 | Square Metre | - | - |
| 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 Sq.m on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified. | 11.5 | Cubic Metre | - | - |
| 3 | Forming embankments including raising (or lowering) earth, spreading in layers n exc 30 cm thick & height not exceeding 1.5 metre high from base watering, ramming to obtain optimum moisture condition to the specified percentage of standard proctor density not less than 95 percent and finishing to required size & shape as directed by Engineer-in-Charge.
NOTES: -
(i) Removing boulders / lumps of size 75mm and above by screening the soil before filling in traverse. | 10 | Cubic Metre | - | - |
| 4 | Forming embankments including raising (or lowering) earth, spreading in layers n exc 30 cm thick & height exceeding 1.5 metre but n. exc 3.00 metre high from base watering, ramming to obtain optimum moisture condition to the specified percentage of standard proctor density not less than 95 percent and finishing to required size & shape as directed by Engineer-in-Charge.
NOTES: -
(i) Removing boulders / lumps of size 75mm and above by screening the soil before filling in traverse. | 1.5 | Cubic Metre | - | - |
| 5 | PCC type C-2 (1:3:6), using 40 mm graded stone aggregates as in surface channels and drains, complete all as specified. | 50 | Cubic Metre | - | - |
| 6 | Cement concrete, type B-1 (1:2:4), using 20 mm graded stone aggregates as in cills, steps, seicmic and other similar band, plinth courses, lacing courses , copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angle and throating complete all as specified. | 4 | Cubic Metre | - | - |
| 7 | Brick work usingBrick work with sub class 'B' brick, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar (1:4), complete all as specified. | 50 | Cubic Metre | - | - |
| 8 | Brick work using old size bricks (EXCEPT BRICKS) straight or curved on plan exceeding 6.00 metre mean radius, built in cement mortar (1:6), complete all as specified. | 32 | Cubic Metre | - | - |
| 9 | Straight or raking cutting in existing brickwall fair cutting n exc 10 cm width or girth on expossed surfaces of brickwork such as in splays, chamfers, etc including rubbed finish and wast as in making weep holes in existing drainage wall making good complete all as specified and directed. | 50 | Running Metre | - | - |
| 10 | Rendering 15 mm thick on fair faces of brick work or concrete surfaces, finished even and smooth using extra cement on walls in cement mortar (1:4), complete all as specified. | 400 | Square Metre | - | - |
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