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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.4 LAdmitted-Finance | ₹26.4 L | L1 | Admitted-Finance |
| 2 | L2₹27.2 L+₹86,473 (3.28%)Admitted-Finance | ₹27.2 L+₹86,473 (3.28%) | L2 | Admitted-Finance |
| 3 | L3₹29.5 L+₹3.1 L (11.8%)Admitted-Finance DAUSA | DAUSA | RAJASTHAN | 303004 | ₹29.5 L+₹3.1 L (11.8%) | L3 | Admitted-Finance |
| 4 | L4₹30.6 L+₹4.2 L (15.9%)Admitted-Finance | ₹30.6 L+₹4.2 L (15.9%) | L4 | Admitted-Finance |
| 5 | L5₹32.0 L+₹5.6 L (21.4%)Admitted-Finance | ₹32.0 L+₹5.6 L (21.4%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M.L.AGRAWAWAL CONSTRUCTION L4 | SHIV PARVATI CONSTRUCTION L1 | SAJAN BOREWELLS GUNA L5 | RAMENDRA SINGH RATHORE L2 | B L MEHRA ENGINEERS AND CONTRACTORS L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil | 65 | Cum | 400 ₹26,000 | 220 ₹14,300 | 410 ₹26,650 | 492 ₹31,980 | 110 ₹7,150 Lowest |
| 2.00 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.
Ordinary rock cum | 20 | Cum | 450 ₹9,000 | 1,100 ₹22,000 | 73 ₹1,460 Lowest | 380 ₹7,600 | 450 ₹9,000 |
| 3.00 | 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 50 m and for all lift | 40 | Cum | 200 ₹8,000 | 200 ₹8,000 | 122 ₹4,880 Lowest | 140 ₹5,600 | 145 ₹5,800 |
| 4.00 | Disposal Remaining Material up to 2 km | 8 | Cum | 250 ₹2,000 | 1,000 ₹8,000 | 100 ₹800 Lowest | 220 ₹1,760 | 195 ₹1,560 |
| 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 :
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 18 | Cum | 5,700 ₹1,02,600 | 6,000 ₹1,08,000 | 6,326 ₹1,13,868 | 2,680 ₹48,240 Lowest | 5,500 ₹99,000 |
| 6.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 26 | Cum | 7,000 ₹1,82,000 | 6,200 ₹1,61,200 Lowest | 7,783 ₹2,02,358 | 7,056 ₹1,83,456 | 6,200 ₹1,61,200 Lowest |
| 7.00 | 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded
stone aggregate 20 mm nominal size derived from natural sources) | 47 | Cum | 7,500 ₹3,52,500 | 7,000 ₹3,29,000 | 8,185 ₹3,84,695 | 6,000 ₹2,82,000 Lowest | 6,250 ₹2,93,750 |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 170 | Sqm | 450 ₹76,500 | 250 ₹42,500 | 308 ₹52,360 | 240 ₹40,800 Lowest | 250 ₹42,500 |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform | 230 | Sqm | 700 ₹1,61,000 | 350 ₹80,500 | 766 ₹1,76,180 | 240 ₹55,200 Lowest | 400 ₹92,000 |
| 10.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more | 5,000 | Kg | 85 ₹4,25,000 | 70 ₹3,50,000 Lowest | 80 ₹4,00,000 | 170 ₹8,50,000 | 95 ₹4,75,000 |
Tender Value
₹34.5 L
EMD Value
₹50,000
Closing Date
26 Mar 2026, 3:30 pmClosed
Chief Manager Civil
Civil Department Technical Building NFL vijaypur, 473111
Construction of rooms in the CISF Barrack of the NFL Vijaipur Complex
2026_NFL_269073_1
NFVP/CICO/3418
Open Tender
Civil Works - Buildings
Works
365 days
NFL Vijaypur
As per NIT eligibility criteria
3 documents required · 3 mandatory
₹0
₹50,000
8 Jun 2026
3 Mar 2026
27 Mar 2026
3 Mar 2026
26 Mar 2026
3 Mar 2026
3 Mar 2026 - 25 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil | 65 | Cum | - | - |
| 2 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.
Ordinary rock cum | 20 | Cum | - | - |
| 3 | 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 50 m and for all lift | 40 | Cum | - | - |
| 4 | Disposal Remaining Material up to 2 km | 8 | 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 :
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 18 | Cum | - | - |
| 6 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 26 | Cum | - | - |
| 7 | 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded
stone aggregate 20 mm nominal size derived from natural sources) | 47 | Cum | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 170 | Sqm | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform | 230 | Sqm | - | - |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more | 5,000 | Kg | - | - |
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