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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC | ₹1.5 Cr | L1 | Accepted-AOC Lowest Rate Quoted among the others |
| 2 | L2₹1.5 Cr+₹519.60 (<0.01%)Rejected-AOC VILL SOUTH SONAPUR P O PATGAON P S SERFANGURI DIST KOKRAJHAR BTC ASSAM PIN 783346 | KOKRAJHAR | KOKRAJHAR | ASSAM | 783346 | ₹1.5 Cr+₹519.60 (<0.01%) | L2 | Rejected-AOC Higher Rate Quoted among the others |
| 3 | L3₹1.5 Cr+₹1,558.80 (0.01%)Rejected-AOC C O LOK BAHADUR CHETRY VILL P O BANDARGURI P S DIST UDALGURI BTC ASSAM PIN 784509 | BANDARGURI | UDALGURI | ASSAM | 784509 | ₹1.5 Cr+₹1,558.80 (0.01%) | L3 | Rejected-AOC Highest Rate Quoted among the others |
| Sl No | Description | Qty | Unit | BISTI MUSHAHARY L2 | Karna Chetry L3 | R.G. Enterprise L1 |
|---|---|---|---|---|---|---|
| 1.00 | GROUND FLOOR : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth leadupto 50 m and lift upto 1.5m, as directed by Engineer-in-charge.2.6.1 All kinds of soil. | 144 | Cu.m | 205.45 ₹29,584.8 Lowest | 205.45 ₹29,584.8 Lowest | 205.45 ₹29,584.8 Lowest |
| 2.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 6 | Sqm | 6,833.4 ₹41,000.4 Lowest | 6,833.4 ₹41,000.4 Lowest | 6,833.4 ₹41,000.4 Lowest |
| 3.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22C.1 Thermo-Mechanically Treated bars of grade Fe-500D or more | 18,923.4 | Kg | 83.15 ₹15,73,480.71 Lowest | 83.15 ₹15,73,480.71 Lowest | 83.15 ₹15,73,480.71 Lowest |
| 4.00 | FORM WORK :
Centering and shuttering including strutting, propping etc. and removal of form for
5.9.1 : Foundations, footings, bases of columns, etc. for mass concrete | 171.89 | Sqm | 307.95 ₹52,933.53 Lowest | 307.95 ₹52,933.53 Lowest | 307.95 ₹52,933.53 Lowest |
| 5.00 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts | 130.44 | Sqm | 804.25 ₹1,04,906.37 Lowest | 804.25 ₹1,04,906.37 Lowest | 804.25 ₹1,04,906.37 Lowest |
| 6.00 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 449.2 | Sqm | 608.35 ₹2,73,270.82 Lowest | 608.35 ₹2,73,270.82 Lowest | 608.35 ₹2,73,270.82 Lowest |
| 7.00 | 5.9.19 Weather shade, Chajjas, corbels etc., including edges | 22.59 | Sqm | 814.95 ₹18,409.72 Lowest | 814.95 ₹18,409.72 Lowest | 814.95 ₹18,409.72 Lowest |
| 8.00 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform | 410.72 | Sqm | 693.05 ₹2,84,649.5 Lowest | 693.05 ₹2,84,649.5 Lowest | 693.05 ₹2,84,649.5 Lowest |
| 9.00 | 5.9.7 Stairs, (excluding landings) except spiral-staircases | 24.19 | Sqm | 622.35 ₹15,055.89 Lowest | 622.35 ₹15,055.89 Lowest | 622.35 ₹15,055.89 Lowest |
| 10.00 | 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 :
5.1.2 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) | 122.83 | Cu.m | 8,364.2 ₹10,27,374.69 Lowest | 8,364.2 ₹10,27,374.69 Lowest | 8,364.2 ₹10,27,374.69 Lowest |
Tender Value
₹1.5 Cr
EMD Value
₹3 L
Closing Date
23 Jun 2026, 2:30 pmClosed
Director PNRD BTC Kokrajhar
Director PNRD BTC Kokrajhar
DPRD/BTC/6th ASFC/DG/XII/Udl-24/2026/7
2026_BoTC_52574_1
DPRD/BTC/6th ASFC/DG/XII/Udl-24/2026/7
Open Tender
Civil Works - Building
Item Rate
730 days
Udalguri
Refer to Bid Document
4 documents required · 4 mandatory
₹3,000
₹3 L
Yes
1 Aug 2026
2 Jun 2026
24 Jun 2026
2 Jun 2026
23 Jun 2026
2 Jun 2026
2 Jun 2026 - 23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | GROUND FLOOR : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth leadupto 50 m and lift upto 1.5m, as directed by Engineer-in-charge.2.6.1 All kinds of soil. | 144 | Cu.m | - | - |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 6 | Sqm | - | - |
| 3 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22C.1 Thermo-Mechanically Treated bars of grade Fe-500D or more | 18,923.4 | Kg | - | - |
| 4 | FORM WORK :
Centering and shuttering including strutting, propping etc. and removal of form for
5.9.1 : Foundations, footings, bases of columns, etc. for mass concrete | 171.89 | Sqm | - | - |
| 5 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts | 130.44 | Sqm | - | - |
| 6 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 449.2 | Sqm | - | - |
| 7 | 5.9.19 Weather shade, Chajjas, corbels etc., including edges | 22.59 | Sqm | - | - |
| 8 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform | 410.72 | Sqm | - | - |
| 9 | 5.9.7 Stairs, (excluding landings) except spiral-staircases | 24.19 | Sqm | - | - |
| 10 | 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 :
5.1.2 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) | 122.83 | Cu.m | - | - |
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