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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC Contract Awarded |
| 2 | L2₹1.5 Cr+₹27.0 L (21.9%)Rejected-AOC KAMPTEE NAGPUR 441002 | KAMPTEE | NAGPUR | MAHARASHTRA | 441002 | ₹1.5 Cr+₹27.0 L (21.9%) | L2 | Rejected-AOC Not Awarded |
| 3 | L3₹1.3 Cr+₹6.8 L (5.47%)Rejected-AOC | ₹1.3 Cr+₹6.8 L (5.47%) | L3 | Rejected-AOC Not Awarded |
| 4 | L4₹1.4 Cr+₹13.3 L (10.8%)Rejected-AOC | ₹1.4 Cr+₹13.3 L (10.8%) | L4 | Rejected-AOC Not Awarded |
| 5 | L5₹1.7 Cr+₹43.9 L (35.6%)Rejected-AOC G 101 BHAGYASHREE APPARTMENT RAHATE COLONY SQUARE NAGPUR RAHATE COLONY SQUARE NAGPUR MAHARASHTRA 440010 | NAGPUR | MAHARASHTRA | 440010 | ₹1.7 Cr+₹43.9 L (35.6%) | L5 | Rejected-AOC Not Awarded |
| Sl No | Description | Qty | Unit | M/S SHREE SAIBABA CONSTRUCTION L2 | sandeep builders L4 | Saraswati Engineers L7 | Eco Structures Pvt Ltd L5 | KAMAL AGRAWAL L1 | MRV CONSTRUCTION L3 | P R BULAKE L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Item name with technical specification | ||||||||||
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual 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 500 m and lift upto 1.5 m, as directed by Engineer-in charge.( All kinds of soil) | 2,350 | cum | 1,76,250 ₹1,76,250 Lowest | 4,46,500 ₹4,46,500 | 10,57,500 ₹10,57,500 | 5,05,250 ₹5,05,250 | 2,35,000 ₹2,35,000 | 5,28,750 ₹5,28,750 | 4,17,125 ₹4,17,125 |
| 1.02 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 500 m and lift upto 1.5 m.( All kinds of soil) | 560 | cum | 33,600 ₹33,600 | 56,000 ₹56,000 | 2,80,000 ₹2,80,000 | 1,82,000 ₹1,82,000 | 28,000 ₹28,000 Lowest | 89,600 ₹89,600 | 1,09,760 ₹1,09,760 |
| 1.03 | Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber (Minimum 100 mm thick of Broken Bolder/Stone layer ) | 3,400 | Sqm | 8,50,000 ₹8,50,000 | 5,27,000 ₹5,27,000 | 27,20,000 ₹27,20,000 | 32,30,000 ₹32,30,000 | 5,10,000 ₹5,10,000 Lowest | 8,50,000 ₹8,50,000 | 16,93,200 ₹16,93,200 |
| 1.04 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | 900 | Cum | 20,70,000 ₹20,70,000 | 22,50,000 ₹22,50,000 | 27,00,000 ₹27,00,000 | 8,47,800 ₹8,47,800 | 13,50,000 ₹13,50,000 | 1,80,000 ₹1,80,000 Lowest | 33,18,300 ₹33,18,300 |
| 1.05 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 20mm nominal size derived from natural sources | 450 | cum | 15,30,000 ₹15,30,000 Lowest | 20,70,000 ₹20,70,000 | 35,55,000 ₹35,55,000 | 23,40,000 ₹23,40,000 | 21,37,500 ₹21,37,500 | 27,00,000 ₹27,00,000 | 30,65,400 ₹30,65,400 |
| 1.06 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of dowel bars with sleeve/ tie bars to be paid separately). (Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable) Cement concrete prepared with batch mixing machine Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer | 730 | cum | 48,18,000 ₹48,18,000 | 53,29,000 ₹53,29,000 | 57,67,000 ₹57,67,000 | 47,45,000 ₹47,45,000 | 41,97,500 ₹41,97,500 Lowest | 54,75,000 ₹54,75,000 | 80,58,053.9 ₹80,58,053.9 |
| 1.07 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) | 95 | cum | 4,35,100 ₹4,35,100 | 6,93,500 ₹6,93,500 | 10,45,000 ₹10,45,000 | 5,31,050 ₹5,31,050 | 5,70,000 ₹5,70,000 | 4,08,500 ₹4,08,500 Lowest | 6,77,563.75 ₹6,77,563.75 |
| 1.08 | 12 mm cement plaster of mix :(1 cement: 6 fine sand) | 790 | Sqm | 1,97,500 ₹1,97,500 | 3,63,400 ₹3,63,400 | 5,84,600 ₹5,84,600 | 2,05,400 ₹2,05,400 | 79,000 ₹79,000 Lowest | 1,97,500 ₹1,97,500 | 2,63,346.5 ₹2,63,346.5 |
| 1.09 | Providing and fixing on wall face unplasticised Rigid PVC pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382 including All Fitiings required 110 mm dia Pipe | 100 | meter | 35,000 ₹35,000 | 19,000 ₹19,000 | 69,000 ₹69,000 | 29,500 ₹29,500 | 60,000 ₹60,000 | 13,000 ₹13,000 Lowest | 37,740 ₹37,740 |
Tender Value
Refer Docs
EMD Value
₹4.5 L
Closing Date
18 Feb 2026, 3:00 pmClosed
The Executive Director AIIMS Nagpur
AIIMS Nagpur
NIT for Provision of Open Parking Facility and Approach road for residential area for Type-V, IV, III and II Buildings at AIIMS Nagpur
2026_AIMNP_895895_1
25/AIIMS/NAG/ENGG/2025-26
Open Tender
Civil Works - Others
Works
120 days
AIIMS Nagpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹4.5 L
Yes
4 Aug 2026
28 Jan 2026
19 Feb 2026
28 Jan 2026
18 Feb 2026
29 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Item name with technical specification | |||||
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual 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 500 m and lift upto 1.5 m, as directed by Engineer-in charge.( All kinds of soil) | 2,350 | cum | - | - |
| 1.02 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 500 m and lift upto 1.5 m.( All kinds of soil) | 560 | cum | 1 | ₹560 |
| 1.03 | Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber (Minimum 100 mm thick of Broken Bolder/Stone layer ) | 3,400 | Sqm | 2 | ₹6,800 |
| 1.04 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | 900 | Cum | 3 | ₹2,700 |
| 1.05 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 20mm nominal size derived from natural sources | 450 | cum | 4 | ₹1,800 |
| 1.06 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of dowel bars with sleeve/ tie bars to be paid separately). (Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable) Cement concrete prepared with batch mixing machine Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer | 730 | cum | 5 | ₹3,650 |
| 1.07 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) | 95 | cum | 6 | ₹570 |
| 1.08 | 12 mm cement plaster of mix :(1 cement: 6 fine sand) | 790 | Sqm | 7 | ₹5,530 |
| 1.09 | Providing and fixing on wall face unplasticised Rigid PVC pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382 including All Fitiings required 110 mm dia Pipe | 100 | meter | 8 | ₹800 |
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