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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹99.9 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹100.0 L+₹1,850.92 (0.02%)Admitted-Finance KOKRAJHAR WARD NO 8 P O P S KOKRAJHAR DIST KOKRAJHAR BTC ASSAM PIN 783370 | KOKRAJHAR | KOKRAJHAR | ASSAM | 783370 | L2 | Admitted-Finance | |
| 3 | L3₹1.0 Cr+₹37,688.92 (0.38%)Admitted-Finance C O ANIL CHANDRA SAHA DOTMA P O P S DOTMA DIST KOKRAJHAR BTC ASSAM PIN 783347 | DOTMA | KOKRAJHAR | ASSAM | 783347 | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Smt Guni Brahma L2 | Arjun Saha L3 | ANJIMA BRAHMA L1 |
|---|---|---|---|---|---|---|
| 1.00 | Civil works
2.8 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 upto 1.5 m, including getting out the excavated soil and
disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1 All kinds of soil. | 161.68 | Cum | 303 ₹48,989.04 | 308 ₹49,797.44 | 302 ₹48,827.36 Lowest |
| 2.00 | 2.25(a) Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 571.86 | Cum | 391 ₹2,23,597.26 | 395 ₹2,25,884.7 | 390 ₹2,23,025.4 Lowest |
| 3.00 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. | 6,629.14 | Kg | 95.3 ₹6,31,756.57 Lowest | 98 ₹6,49,655.23 | 95.3 ₹6,31,756.57 Lowest |
| 4.00 | 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. | 4,197.35 | Kg | 95.3 ₹4,00,007.17 Lowest | 98 ₹4,11,340.01 | 95.3 ₹4,00,007.17 Lowest |
| 5.00 | 10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and
applying a priming coat of approved steel primer all complete. | 8,075.08 | Kg | 83.13 ₹6,71,281.4 Lowest | 83.13 ₹6,71,281.4 Lowest | 83.13 ₹6,71,281.4 Lowest |
| 6.00 | 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 :
4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural
sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 15.37 | Cum | 7,829.15 ₹1,20,294.89 Lowest | 7,829.15 ₹1,20,294.89 Lowest | 7,829.15 ₹1,20,294.89 Lowest |
| 7.00 | 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 :
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) | 59.25 | Cum | 8,891.14 ₹5,26,800.05 Lowest | 8,891.14 ₹5,26,800.05 Lowest | 8,891.14 ₹5,26,800.05 Lowest |
| 8.00 | 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 :
5.2.2 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) | 9.81 | Cum | 10,826.71 ₹1,06,188.37 Lowest | 10,826.71 ₹1,06,188.37 Lowest | 10,826.71 ₹1,06,188.37 Lowest |
| 9.00 | 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, taircases 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). | 14.06 | Cum | 11,394.62 ₹1,60,174.17 Lowest | 11,394.62 ₹1,60,174.17 Lowest | 11,394.62 ₹1,60,174.17 Lowest |
| 10.00 | 4.10 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | 52.07 | Sqm | 394.21 ₹20,526.51 Lowest | 394.21 ₹20,526.51 Lowest | 394.21 ₹20,526.51 Lowest |
Tender Value
₹94.0 L
EMD Value
₹1.9 L
Closing Date
10 Feb 2026, 1:00 pmClosed
Superint. Engineer,PWD,Kokrajhar Building Circle
O/o S.E., PWD, Kokrajhar Building Circle, Kokrajhar
Construction of Bir Chilagang Basumatary Bhawan within BTC at Kokrajhar (Bongshigaon) in Kokrajhar District.
2026_BoTC_50371_1
SE(B)/21-22/Pt-III/69-563_2
Open Tender
Civil Works - Building
Item Rate
360 days
Kokrajhar district
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,900
₹1.9 L
Yes
15 Oct 2026
20 Jan 2026
10 Feb 2026
20 Jan 2026
10 Feb 2026
20 Jan 2026
20 Jan 2026 - 30 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Civil works
2.8 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 upto 1.5 m, including getting out the excavated soil and
disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1 All kinds of soil. | 161.68 | Cum | - | - |
| 2 | 2.25(a) Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 571.86 | Cum | - | - |
| 3 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. | 6,629.14 | Kg | - | - |
| 4 | 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. | 4,197.35 | Kg | - | - |
| 5 | 10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and
applying a priming coat of approved steel primer all complete. | 8,075.08 | Kg | - | - |
| 6 | 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 :
4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural
sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 15.37 | Cum | - | - |
| 7 | 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 :
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) | 59.25 | Cum | - | - |
| 8 | 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 :
5.2.2 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) | 9.81 | Cum | - | - |
| 9 | 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, taircases 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). | 14.06 | Cum | - | - |
| 10 | 4.10 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | 52.07 | Sqm | - | - |
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