Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40 LAccepted-AOC C O LT RAFIQUDDIN AHMED VILL KENDUKONA KACHARUA P O PUTHIMARI P S KAMALPUR DIST KAMRUP ASSAM PIN 781380 | KAMRUP | ASSAM | 781380 | ₹40 L | L1 | Accepted-AOC Lowest Rate Quoted among the others |
| 2 | L2₹40.3 L+₹25,641.01 (0.64%)Rejected-AOC | ₹40.3 L+₹25,641.01 (0.64%) | L2 | Rejected-AOC Higher Rate Quoted among the others |
| 3 | L3₹40.8 L+₹76,122 (1.90%)Rejected-AOC | ₹40.8 L+₹76,122 (1.90%) | L3 | Rejected-AOC Highest Rate Quoted among the others |
| Sl No | Description | Qty | Unit | Rajibuddin Ahmed L1 | BIMAL ENTERPRISE L2 | DJ CONSTRUCTION & SUPPLY L3 |
|---|---|---|---|---|---|---|
| 1.00 | 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. | 89.1 | Cu.m | 287 ₹25,571.7 Lowest | 290 ₹25,839 | 292.74 ₹26,083.13 |
| 2.00 | 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. | 122.54 | Cum | 370 ₹45,338.32 Lowest | 375 ₹45,951 | 377.4 ₹46,245.09 |
| 3.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.22C.1 Thermo-Mechanically Treated bars of grade Fe-500D or more | 1,855.25 | Kg | 83 ₹1,53,986.08 | 80 ₹1,48,420.32 Lowest | 84.66 ₹1,57,065.8 |
| 4.00 | 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 | 2,547.72 | Kg | 83 ₹2,11,460.43 | 80 ₹2,03,817.28 Lowest | 84.66 ₹2,15,689.64 |
| 5.00 | 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. | 844.27 | Kg | 78 ₹65,853.06 Lowest | 80 ₹67,541.6 | 79.56 ₹67,170.12 |
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 7.16 | Cum | 7,900 ₹56,595.6 Lowest | 8,000 ₹57,312 | 8,058 ₹57,727.51 |
| 7.00 | 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 de rived from natural sources) | 25.21 | Cum | 8,350 ₹2,10,486.8 Lowest | 8,500 ₹2,14,268 | 8,517 ₹2,14,696.54 |
| 8.00 | 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) | 6.36 | Cum | 10,000 ₹63,590 Lowest | 10,000 ₹63,590 Lowest | 10,200 ₹64,861.8 |
| 9.00 | 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). | 9.37 | Cum | 10,500 ₹98,395.5 Lowest | 11,000 ₹1,03,081 | 10,710 ₹1,00,363.41 |
| 10.00 | 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) | 26.07 | Sqm | 370 ₹9,647.38 Lowest | 370 ₹9,647.38 Lowest | 377.4 ₹9,840.33 |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
24 Jun 2026, 2:30 pmClosed
Director PNRD BTC Kokrajhar
Director PNRD BTC Kokrajhar
DPRD/BTC/6th ASFC/25-26/Bak-63/2025/63
2026_BoTC_52595_1
DPRD/BTC/6th ASFC/25-26/Bak-63/2025/63
Open Tender
Civil Works - Building
Item Rate
180 days
Baska
Refer to Bid Document
4 documents required · 4 mandatory
₹800
₹80,000
Yes
12 Aug 2026
3 Jun 2026
25 Jun 2026
3 Jun 2026
24 Jun 2026
3 Jun 2026
3 Jun 2026 - 24 Jun 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, 1.5m 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. | 89.1 | Cu.m | - | - |
| 2 | 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. | 122.54 | Cum | - | - |
| 3 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.22C.1 Thermo-Mechanically Treated bars of grade Fe-500D or more | 1,855.25 | Kg | - | - |
| 4 | 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 | 2,547.72 | Kg | - | - |
| 5 | 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. | 844.27 | Kg | - | - |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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) | 7.16 | Cum | - | - |
| 7 | 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 de rived from natural sources) | 25.21 | Cum | - | - |
| 8 | 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) | 6.36 | Cum | - | - |
| 9 | 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). | 9.37 | Cum | - | - |
| 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) | 26.07 | Sqm | - | - |
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.08 MB
SBD_7.pdf
Tender Documents • 1.53 MB
BOQ_83083.xls
BOQ • 0.31 MB
FOB_7.pdf
Additional Documents • 0.08 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .