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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.0 CrAccepted-AOC | ₹27.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹27.0 Cr+₹9,878 (<0.01%)Rejected-AOC P O P S UDALGURI WARD NO 2 DIST UDALGURI BTC ASSAM | UDALGURI | ASSAM | 784113 | ₹27.0 Cr+₹9,878 (<0.01%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Sri Minon Mochahari L2 | ABIQ-JV L1 |
|---|---|---|---|---|---|
| 1.00 | ADMIN BLOCK
CIVIL WORKS
EARTH WORKS
2.6.1 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-in-charge. All kinds of soil | 2,352.34 | Cum | 205.45 ₹4,83,288.25 Lowest | 205.45 ₹4,83,288.25 Lowest |
| 2.00 | 2.25 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 lift upto 1.5m. | 1,423.02 | Cum | 253.95 ₹3,61,375.68 Lowest | 253.95 ₹3,61,375.68 Lowest |
| 3.00 | 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials. All kinds of soil
BELOW GROUND 1.5 TO 3.0 M | 570.61 | Cum | 104.5 ₹59,628.75 Lowest | 104.5 ₹59,628.75 Lowest |
| 4.00 | 1.1.2 Carriage of material by mechanical transport including loading, unloading to 5km. | 119.34 | Cum | 271.45 ₹32,394.84 Lowest | 271.45 ₹32,394.84 Lowest |
| 5.00 | 2.35.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:
2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 1,000 | Sqm | 256.15 ₹2,56,150 Lowest | 256.15 ₹2,56,150 Lowest |
| 6.00 | CONCRETE WORKS
4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.2 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | 3.8 | Cum | 7,783.65 ₹29,577.87 Lowest | 7,783.65 ₹29,577.87 Lowest |
| 7.00 | 4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 174.38 | Cum | 6,326.05 ₹11,03,149.25 Lowest | 6,326.05 ₹11,03,149.25 Lowest |
| 8.00 | 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth | 198 | Sqm | 681.65 ₹1,34,966.7 Lowest | 681.65 ₹1,34,966.7 Lowest |
| 9.00 | REINFORCED CEMENT CONCRETE WORK
5.9 Centering and shuttering including strutting, propping etc. and removal of form for:
5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 106.34 | Sqm | 669.54 ₹71,198.88 Lowest | 669.54 ₹71,198.88 Lowest |
| 10.00 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform. | 4,581.9 | Sqm | 766.55 ₹35,12,255.45 Lowest | 766.55 ₹35,12,255.45 Lowest |
Tender Value
₹27.0 Cr
EMD Value
₹54.0 L
Closing Date
6 Mar 2026, 2:00 pmClosed
The Addl. Chief Engineer cum Director, PWD, BTC
O/o the Addl. Chief Engineer cum Director, PWD, BTC, Kokrajhar.
Balance work for Institute of Paramedical and Nursing Sciences at Udalguri District under SDP to be funded by Govt. of Assam.
2026_BTC_51500_1
125/ACE/NIT/Infra/BTC/2022-23
Open Tender
Civil Works
Item Rate
540 days
Udalguri
Please refer Tender documents.
4 documents required · 4 mandatory
₹20,000
₹54.0 L
Yes
O/o the Addl. Chief Engineer cum Director, PWD BTC
25 May 2026
25 Feb 2026
6 Mar 2026
25 Feb 2026
6 Mar 2026
25 Feb 2026
25 Feb 2026 - 6 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | ADMIN BLOCK
CIVIL WORKS
EARTH WORKS
2.6.1 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-in-charge. All kinds of soil | - | - | - | - |
| 2 | 2.25 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 lift upto 1.5m. | 0.6 | - | - | - |
| 3 | 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials. All kinds of soil
BELOW GROUND 1.5 TO 3.0 M | - | - | - | - |
| 4 | 1.1.2 Carriage of material by mechanical transport including loading, unloading to 5km. | - | - | - | - |
| 5 | 2.35.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:
2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | - | - | - | - |
| 6 | CONCRETE WORKS
4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.2 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | 1 | - | - | - |
| 7 | 4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 0.8 | - | - | - |
| 8 | 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth | - | - | - | - |
| 9 | REINFORCED CEMENT CONCRETE WORK
5.9 Centering and shuttering including strutting, propping etc. and removal of form for:
5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | - | - | - |
| 10 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform. | 1 | - | - | - |
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