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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 CrAccepted-AOC H 246 ARVIND VIHAR BAGMUGALIA BHOPAL MADHYA PRADESH 462043 | BHOPAL | BHOPAL | MADHYA PRADESH | 462043 | ₹3.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹3.6 Cr+₹12.9 L (3.67%)Rejected-Finance | ₹3.6 Cr+₹12.9 L (3.67%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.8 Cr+₹28.0 L (7.97%)Rejected-Finance AT VINDHANE POST DIGHODE TAL PANVEL DIST RAIGAD | RAIGAD | MAHARASHTRA | ₹3.8 Cr+₹28.0 L (7.97%) | L3 | Rejected-Finance L3 |
| 4 | L4₹4.5 Cr+₹1.0 Cr (28.7%)Rejected-Finance | ₹4.5 Cr+₹1.0 Cr (28.7%) | L4 | Rejected-Finance L4 |
| 5 | L5₹5.4 Cr+₹1.9 Cr (54.5%)Rejected-Finance | ₹5.4 Cr+₹1.9 Cr (54.5%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | GRAMMATICAL INFRA ENGINEERS AND CONSULTANCY PRIVATE LIMITED L1 | SAI CONSTRUCTION COMPANY L3 | Technocrats Construction Co. L4 | FEAG ENGINEERS AND CONSTRUCTIONS PVT LTD L6 | HARDMAN INFRASTRUCTURE PRIVATE LIMITED L2 | Aeiforia Constructions Pvt Ltd L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Construction of Warehouse Breakup | |||||||||
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm. on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. a) All kind of soil.excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
a)All kinds of soil | 572.8 | cum | 153.4 ₹87,867.52 | 250 ₹1,43,200 | 221 ₹1,26,588.8 | 220 ₹1,26,016 | 95.01 ₹54,421.73 | 45 ₹25,776 Lowest |
| 3.00 | Filling available excavated earth(excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidateing each deposited layer by ramming and watering, lead up to 50 m and lift upto1.5m. | 572.8 | cum | 76.7 ₹43,933.76 Lowest | 324 ₹1,85,587.2 | 166 ₹95,084.8 | 370 ₹2,11,936 | 95.01 ₹54,421.73 | 90 ₹51,552 |
| 4.00 | Excavating, Supplying and filling local earth. | 1,512.6 | cum | 306.8 ₹4,64,065.68 | 380 ₹5,74,788 | 595 ₹8,99,997 | 150 ₹2,26,890 | 95.01 ₹1,43,712.13 Lowest | 1,200 ₹18,15,120 |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering–All work up to plinth level:
a)1:5:10(1 Cement: 5 coarse sand: 10 graded stone aggregate | 530 | cum | 3,460 ₹18,33,800 | 3,700 ₹19,61,000 | 5,540 ₹29,36,200 | 4,580 ₹24,27,400 | 2,800 ₹14,84,000 Lowest | 6,500 ₹34,45,000 |
| 6.00 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,
struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. , excluding the cost of centering, shuttering and finishing:
a) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | 6 | cum | 6,316 ₹37,896 | 4,600 ₹27,600 | 8,410 ₹50,460 | 8,500 ₹51,000 | 2,800 ₹16,800 Lowest | 9,000 ₹54,000 |
| 7.00 | Providing and laying in position specified grade of reinforced cement concrete including the cost of centering, shuttering, finishing and reinforcement – All work up to plinth level:
a) 1:1.5:3 (1 Cement 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). | 101.6 | cum | 6,742 ₹6,84,987.2 | 6,800 ₹6,90,880 | 9,380 ₹9,53,008 | 7,250 ₹7,36,600 | 5,067.36 ₹5,14,843.78 Lowest | 9,000 ₹9,14,400 |
| 8.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. including cost of centering, shuttering, finishing and reinforcement: a) 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 | 76.5 | cum | 8,676 ₹6,63,714 | 6,700 ₹5,12,550 | 10,925 ₹8,35,762.5 | 7,500 ₹5,73,750 | 5,067.36 ₹3,87,653.04 Lowest | 12,000 ₹9,18,000 |
| 9.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases. | 38.74 | cum | 8,558 ₹3,31,536.92 | 7,000 ₹2,71,180 | 9,780 ₹3,78,877.2 | 7,820 ₹3,02,946.8 | 4,700 ₹1,82,078 Lowest | 9,411.75 ₹3,64,611.2 |
| 10.00 | finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | 1 | LS | 6,080 ₹6,080 | 5,800 ₹5,800 | 9,780 ₹9,780 | 80,000 ₹80,000 | 4,700 ₹4,700 Lowest | 9,411.75 ₹9,411.75 |
Tender Value
₹3.8 Cr
EMD Value
₹2.0 L
Closing Date
27 Feb 2026, 3:00 pmClosed
General Manager
FAGMIL Plot no. 2, West Patel Nagar, Circuit House, Road, Ratanada, Jodhpur
as per NIT
2026_DFERT_894105_1
FAGMIL-5(EDP)/79/Warehouse SOG
Open Tender
Civil Works - Buildings
Works
240 days
Suratgarh
as pr NIT
2 documents required · 2 mandatory
₹0
₹2.0 L
Yes
Jodhpur
29 May 2026
6 Feb 2026
28 Feb 2026
6 Feb 2026
27 Feb 2026
12 Feb 2026
6 Feb 2026 - 12 Feb 2026
12 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of Warehouse Breakup | - | - | - | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm. on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. a) All kind of soil.excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
a)All kinds of soil | 1 | cum | - | - |
| 3 | Filling available excavated earth(excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidateing each deposited layer by ramming and watering, lead up to 50 m and lift upto1.5m. | 1 | cum | - | - |
| 4 | Excavating, Supplying and filling local earth. | 1 | cum | - | - |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering–All work up to plinth level:
a)1:5:10(1 Cement: 5 coarse sand: 10 graded stone aggregate | - | cum | - | - |
| 6 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,
struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. , excluding the cost of centering, shuttering and finishing:
a) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | - | cum | - | - |
| 7 | Providing and laying in position specified grade of reinforced cement concrete including the cost of centering, shuttering, finishing and reinforcement – All work up to plinth level:
a) 1:1.5:3 (1 Cement 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). | 1 | cum | - | - |
| 8 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. including cost of centering, shuttering, finishing and reinforcement: a) 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 | - | cum | - | - |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases. | - | cum | - | - |
| 10 | finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | - | LS | - | - |
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