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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.0 LAccepted-AOC | ₹28.0 L | L1 | Accepted-AOC REASONABLE |
| 2 | L2₹33.3 L+₹5.3 L (19.1%)Rejected-Finance 00 BHUSAR FARM KE PASS K K PURI NANDANPURA JHANSI UTTAR PRADESH 284003 | JHANSI | UTTAR PRADESH | 284003 | ₹33.3 L+₹5.3 L (19.1%) | L2 | Rejected-Finance HIGH RATE |
| 3 | L3₹34.0 L+₹6.0 L (21.3%)Rejected-Finance FLAT NO S 2 SHRI CHINTAMANI S NO 1 1148 MAHAJAN PETH MODEL COLONY SHIVAJI NAGAR PUNE 411016 | PUNE | PUNE | MAHARASHTRA | 411016 | ₹34.0 L+₹6.0 L (21.3%) | L3 | Rejected-Finance HIGH RATE |
| 4 | L4₹35.9 L+₹7.9 L (28.2%)Rejected-Finance | ₹35.9 L+₹7.9 L (28.2%) | L4 | Rejected-Finance HIGH RATE |
| 5 | L5₹36.6 L+₹8.6 L (30.9%)Rejected-Finance | ₹36.6 L+₹8.6 L (30.9%) | L5 | Rejected-Finance HIGH RATE |
| Sl No | Description | Qty | Unit | Sarkar Enterprises L1 | Horizon Construction L3 | Sunil Constructions L7 | Harish Enterprises L6 | Suchit constructions L4 | A K ENTERPRISES L2 | AMW Construction and developers L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas not exceeding 1.5 M deep and getting out in any type of soil complete all as specified and directed. | 263 | Cum | 200 ₹52,600 | 250 ₹65,750 | 300 ₹78,900 | 270 ₹71,010 | 405 ₹1,06,515 | 400 ₹1,05,200 | 100 ₹26,300 Lowest |
| 2.00 | Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, laying of cable, erection of poles etc. not exc. 10 Sqm on plan and not exceeding 1.5 m in depth getting out in any type of soil complete all as specified and directed. | 1.5 | Cum | 250 ₹375 Lowest | 400 ₹600 | 350 ₹525 | 300 ₹450 | 360 ₹540 | 900 ₹1,350 | 1,000 ₹1,500 |
| 3.00 | Removing Excavated soils exc 250 mtr but not exc 500 M and depositing where directed at a level not exc1.5 M above the starting point complete all as specified and directed. | 1.1 | Cum | 250 ₹275 | 100 ₹110 Lowest | 350 ₹385 | 100 ₹110 Lowest | 540 ₹594 | 1,000 ₹1,100 | 200 ₹220 |
| 4.00 | Removing Excavated soils not exc 50 M and depositing where directed at a level not exc1.5 M above the starting point complete all as specified and directed. | 263 | Cum | 150 ₹39,450 | 80 ₹21,040 Lowest | 350 ₹92,050 | 150 ₹39,450 | 180 ₹47,340 | 351 ₹92,313 | 150 ₹39,450 |
| 5.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed. | 0.4 | Cum | 300 ₹120 | 200 ₹80 | 400 ₹160 | 100 ₹40 Lowest | 540 ₹216 | 1,000 ₹400 | 100 ₹40 Lowest |
| 6.00 | M & L for Hardcore of gauge not exc. 63 mm, deposited, spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken stone or boulders complete all as specified and directed. | 266 | Cum | 650 ₹1,72,900 Lowest | 950 ₹2,52,700 | 1,800 ₹4,78,800 | 1,100 ₹2,92,600 | 810 ₹2,15,460 | 700 ₹1,86,200 | 1,150 ₹3,05,900 |
| 7.00 | M&L for Plain Cement Concrete Type B1 1:2:4 (using 20 mm graded stone aggregate) in surface channels and drains including necessary formwork complete all as specified and directed. | 5 | Cum | 3,800 ₹19,000 Lowest | 4,500 ₹22,500 | 7,000 ₹35,000 | 4,200 ₹21,000 | 4,500 ₹22,500 | 4,400 ₹22,000 | 4,500 ₹22,500 |
| 8.00 | M&L for Plain Cement Concrete Type B1 1:2:4 (using 20 mm graded stone aggregate) as in roof kerb, mud stops, channel/ benching of manhole laid to shape and slope surface finished even and smooth using extra cement including necessary formwork complete all as specified and directed. | 5 | Cum | 4,000 ₹20,000 Lowest | 5,000 ₹25,000 | 7,000 ₹35,000 | 5,500 ₹27,500 | 4,500 ₹22,500 | 4,400 ₹22,000 | 4,500 ₹22,500 |
| 9.00 | M&L PCC 1:2:4 type B-0 (using 12.5 mm graded crushed stone aggregate) as in copings, bed plates, bed block for holdfasts, filling in pressed steel door frames, benching, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating and including necessary formwork complete all as specified and directed. | 2 | Cum | 4,000 ₹8,000 Lowest | 5,000 ₹10,000 | 6,500 ₹13,000 | 5,000 ₹10,000 | 4,500 ₹9,000 | 4,400 ₹8,800 | 4,500 ₹9,000 |
| 10.00 | M&L for precast cement concrete block masonry with solid blocks 1:3:6 type C-1 (using 20 mm graded stone aggregate), of size 300mm x 100mm x 200mm and setting in cement mortar 1:6, complete all as specified and directed. | 17 | Cum | 3,800 ₹64,600 Lowest | 7,500 ₹1,27,500 | 4,500 ₹76,500 | 5,000 ₹85,000 | 5,400 ₹91,800 | 4,100 ₹69,700 | 5,000 ₹85,000 |
Tender Value
₹43.6 L
EMD Value
₹87,240
Closing Date
14 Jul 2026, 6:00 pmClosed
GE Khadakwasla
GE Khadakwasla
ADDN/ALTN TO HARD STANDING FOR AREA CONNECTING STABLES AT ETT, NDA KHADAWASLA
2026_MES_772904_1
8073/E8
Open Tender
Civil Works
Item Rate
180 days
GE Khadakwasla
As per tender documents
9 documents required · 9 mandatory
₹500
GE Khadakwasla
₹87,240
Yes
15 Sept 2026
17 Jun 2026
16 Jul 2026
17 Jun 2026
14 Jul 2026
1 Jul 2026
17 Jun 2026 - 1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over areas not exceeding 1.5 M deep and getting out in any type of soil complete all as specified and directed. | 263 | Cum | - | - |
| 2 | Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, laying of cable, erection of poles etc. not exc. 10 Sqm on plan and not exceeding 1.5 m in depth getting out in any type of soil complete all as specified and directed. | 1.5 | Cum | - | - |
| 3 | Removing Excavated soils exc 250 mtr but not exc 500 M and depositing where directed at a level not exc1.5 M above the starting point complete all as specified and directed. | 1.1 | Cum | - | - |
| 4 | Removing Excavated soils not exc 50 M and depositing where directed at a level not exc1.5 M above the starting point complete all as specified and directed. | 263 | Cum | - | - |
| 5 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed. | 0.4 | Cum | - | - |
| 6 | M & L for Hardcore of gauge not exc. 63 mm, deposited, spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken stone or boulders complete all as specified and directed. | 266 | Cum | - | - |
| 7 | M&L for Plain Cement Concrete Type B1 1:2:4 (using 20 mm graded stone aggregate) in surface channels and drains including necessary formwork complete all as specified and directed. | 5 | Cum | - | - |
| 8 | M&L for Plain Cement Concrete Type B1 1:2:4 (using 20 mm graded stone aggregate) as in roof kerb, mud stops, channel/ benching of manhole laid to shape and slope surface finished even and smooth using extra cement including necessary formwork complete all as specified and directed. | 5 | Cum | - | - |
| 9 | M&L PCC 1:2:4 type B-0 (using 12.5 mm graded crushed stone aggregate) as in copings, bed plates, bed block for holdfasts, filling in pressed steel door frames, benching, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating and including necessary formwork complete all as specified and directed. | 2 | Cum | - | - |
| 10 | M&L for precast cement concrete block masonry with solid blocks 1:3:6 type C-1 (using 20 mm graded stone aggregate), of size 300mm x 100mm x 200mm and setting in cement mortar 1:6, complete all as specified and directed. | 17 | Cum | - | - |
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