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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAccepted-AOC VILL TENGAPARA DIST KOKRAJHAR BTR ASSAM | KOKRAJHAR | ASSAM | 783331 | ₹2.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L1₹2.2 CrRejected-AOC | ₹2.2 Cr | L1 | Rejected-AOC L1 |
| 3 | L1₹2.2 CrRejected-AOC | ₹2.2 Cr | L1 | Rejected-AOC L1 |
| 4 | L2₹2.4 Cr+₹24 L (11.1%)Rejected-AOC | ₹2.4 Cr+₹24 L (11.1%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Sri Sankar Debnath L2 | Gwjwmsri Brahma L1 | Maniraj Brahma L1 | BIRKHW BASUMATARY L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | GROUND FLOOR
2.8 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m or 10sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m
2.8.1 All kinds of soil | 372.64 | Cum | 286.85 ₹1,06,893.22 | 262 ₹97,632.99 | 262 ₹97,632.99 | 258.17 ₹96,205.76 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 50m and lift upto 1.5m | 372.64 | Cum | 253.95 ₹94,633.2 | 228.56 ₹85,171.74 Lowest | 228.56 ₹85,171.74 Lowest | 228.56 ₹85,171.74 Lowest |
| 3.00 | 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete | 264.8 | Cum | 2,161.2 ₹5,72,294.4 | 1,945.08 ₹5,15,064.96 Lowest | 1,945.08 ₹5,15,064.96 Lowest | 1,945.08 ₹5,15,064.96 Lowest |
| 4.00 | 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 :
4.1.5 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) | 25.79 | Cum | 6,833.4 ₹1,76,206.05 | 6,150.06 ₹1,58,585.45 Lowest | 6,150.06 ₹1,58,585.45 Lowest | 6,150.06 ₹1,58,585.45 Lowest |
| 5.00 | 5.1 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) | 119.73 | Cum | 8,364.2 ₹10,01,470.76 | 7,527.78 ₹9,01,323.68 Lowest | 7,527.78 ₹9,01,323.68 Lowest | 7,527.78 ₹9,01,323.68 Lowest |
| 6.00 | 5.2 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) | 15.88 | Cum | 10,185.05 ₹1,61,697.85 | 9,166.55 ₹1,45,528.15 Lowest | 9,166.55 ₹1,45,528.15 Lowest | 9,166.55 ₹1,45,528.15 Lowest |
| 7.00 | 5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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). | 109.36 | Cum | 10,719.3 ₹11,72,209.05 | 9,647.37 ₹10,54,988.15 Lowest | 9,647.37 ₹10,54,988.15 Lowest | 9,647.37 ₹10,54,988.15 Lowest |
| 8.00 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.3 Suspended floors, roofs, landings, balconies and access platform | 441.34 | Sqm | 766.55 ₹3,38,309.18 | 689.9 ₹3,04,480.47 Lowest | 689.9 ₹3,04,480.47 Lowest | 689.9 ₹3,04,480.47 Lowest |
| 9.00 | 5.9.1 Foundations, footings, bases of columns, etc. For mass concrete | 86.4 | Sqm | 307.95 ₹26,606.88 | 277.16 ₹23,946.62 Lowest | 277.16 ₹23,946.62 Lowest | 277.16 ₹23,946.62 Lowest |
| 10.00 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 575.38 | Sqm | 608.35 ₹3,50,035.46 | 547.52 ₹3,15,034.8 Lowest | 547.52 ₹3,15,034.8 Lowest | 547.52 ₹3,15,034.8 Lowest |
Tender Value
₹2.4 Cr
EMD Value
₹4.8 L
Closing Date
28 May 2026, 12:30 pmClosed
Sri J.M. Basumatary
O/o the Addl. Chief Engineer-cum-Director, PWD, BTC, Kokrajhar.
Construction of advanced multidisciplinary computer laboratory for the Department of Computer Science and Technology (BU) at Bodoland University, Kokrajhar.
2026_BTC_52301_1
No.12/ACE/PWD/BTC/2025-26/44
Open Tender
Civil Works - Building
Item Rate
730 days
Kokrajhar
Refer to Tender Documents
4 documents required · 4 mandatory
₹5,000
₹4.8 L
Yes
24 Jun 2026
13 May 2026
28 May 2026
13 May 2026
28 May 2026
13 May 2026
13 May 2026 - 28 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | GROUND FLOOR
2.8 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m or 10sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m
2.8.1 All kinds of soil | 1 | Cum | - | - |
| 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 50m and lift upto 1.5m | 1 | Cum | - | - |
| 3 | 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete | 0.6 | Cum | - | - |
| 4 | 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 :
4.1.5 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) | - | Cum | - | - |
| 5 | 5.1 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) | 0.2 | Cum | - | - |
| 6 | 5.2 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) | 1 | Cum | - | - |
| 7 | 5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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). | - | Cum | - | - |
| 8 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.3 Suspended floors, roofs, landings, balconies and access platform | 1 | Sqm | - | - |
| 9 | 5.9.1 Foundations, footings, bases of columns, etc. For mass concrete | - | Sqm | - | - |
| 10 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 1 | Sqm | - | - |
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