Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.8 LAccepted-AOC VILL SOUTH SONAPUR P O PATGAON P S SERFANGURI DIST KOKRAJHAR BTC ASSAM PIN 783346 | KOKRAJHAR | KOKRAJHAR | ASSAM | 783346 | ₹46.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹46.8 L+₹3,073.12 (0.07%)Rejected-AOC C O PULIN NARZARY W NO 5 RAIMONA P O RAIMONA P S GOSSAIGAON DIST KOKRAJHAR BTC ASSAM PIN 783360 | RAIMONA | KOKRAJHAR | ASSAM | 783360 | ₹46.8 L+₹3,073.12 (0.07%) | L2 | Rejected-AOC L2 |
| 3 | Not Admitted-Fee/PreQual/Technical C O ANIL CHANDRA SAHA DOTMA P O P S DOTMA DIST KOKRAJHAR BTC ASSAM PIN 783347 | DOTMA | KOKRAJHAR | ASSAM | 783347 | - | - | Not Admitted-Fee/PreQual/Technical Others-Hard copy not received |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical C O HARU CH DEY KACHUGAON P O P S KACHUGAON DIST KOKRAJHAR BTC ASSAM PIN 783370 | KACHUGAON | KOKRAJHAR | ASSAM | 783370 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | BISTI MUSHAHARY L1 | PINKU NARZARY L2 |
|---|---|---|---|---|---|
| 1.00 | Civil Works:-
2.8: Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm 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 | 108.38 | Cum | 304.72 ₹33,024.33 Lowest | 304.72 ₹33,024.33 Lowest |
| 2.00 | 16.12: Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :
16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 181.3 | Sqm | 645.03 ₹1,16,943.94 Lowest | 645.03 ₹1,16,943.94 Lowest |
| 3.00 | 4.1.6: 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources | 5.04 | Cum | 7,259.12 ₹36,556.93 Lowest | 7,259.12 ₹36,556.93 Lowest |
| 4.00 | 5.22: Steel reinforcement for RCC work including straightening, leaning, cutting and bending to proper shape palcing in position and binding upto plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more | 2,427.68 | Kg | 95.24 ₹2,31,212.24 Lowest | 95.24 ₹2,31,212.24 Lowest |
| 5.00 | 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. | 4,904.14 | Kg | 95.24 ₹4,67,070.29 Lowest | 95.24 ₹4,67,070.29 Lowest |
| 6.00 | 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.1 Mild steel and Medium Tensile steel bars. | 82.91 | Kg | 94.49 ₹7,834.17 Lowest | 94.49 ₹7,834.17 Lowest |
| 7.00 | 5.9: Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.1. Foundation, footins, bases of columns, etc. for mass concrete. | 26.31 | Sqm | 327.14 ₹8,607.05 Lowest | 327.14 ₹8,607.05 Lowest |
| 8.00 | 5.9: Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. | 121.84 | Sqm | 854.35 ₹1,04,094 Lowest | 854.35 ₹1,04,094 Lowest |
| 9.00 | 5.9: Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.3. Suspended floors, roofs, landings, balconies and acces platform. | 136.55 | Sqm | 646.25 ₹88,245.44 Lowest | 646.25 ₹88,245.44 Lowest |
| 10.00 | 5.9: Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 137.6 | Sqm | 814.31 ₹1,12,049.06 Lowest | 814.31 ₹1,12,049.06 Lowest |
Tender Value
₹46.8 L
EMD Value
₹93,654
Closing Date
13 Mar 2026, 12:30 pmClosed
Jogo Mohan Basumatary
O/o the Addl. Chief Engineer-cum-Director, PWD, BTC, Kokrajhar.
Construction of Elaisijhar Anchalik Bathou Kheraisali Rest House including Boundary Wall at Banargaon under 2 No. Dotma (ST) LAC under Bodoland Welfare Department, 2025-26. TN_111_36R
2026_BTC_51704_1
ACE-133/PWD/G.79/2025-26/76
Open Tender
Civil Works - Building
Item Rate
180 days
Kokrajhar
Refer to SBD
4 documents required · 4 mandatory
₹1,000
₹93,654
Yes
23 Jul 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
6 Mar 2026 - 13 Mar 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 1.5m in width or 10 sqm 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 | 0.4 | Cum | - | - |
| 2 | 16.12: Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :
16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | - | Sqm | - | - |
| 3 | 4.1.6: 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources | 1 | Cum | - | - |
| 4 | 5.22: Steel reinforcement for RCC work including straightening, leaning, cutting and bending to proper shape palcing in position and binding upto plinth level.
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more | 1 | Kg | - | - |
| 5 | 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. | - | Kg | - | - |
| 6 | 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.1 Mild steel and Medium Tensile steel bars. | 1 | Kg | - | - |
| 7 | 5.9: Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.1. Foundation, footins, bases of columns, etc. for mass concrete. | 1 | Sqm | - | - |
| 8 | 5.9: Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. | - | Sqm | - | - |
| 9 | 5.9: Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.3. Suspended floors, roofs, landings, balconies and acces platform. | - | Sqm | - | - |
| 10 | 5.9: Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 1 | Sqm | - | - |
stage.html
html • 0.05 MB
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 • 2.71 MB
SBD.pdf
Tender Documents • 3.17 MB
BOQ_82028.xls
BOQ • 0.31 MB
FOB.pdf
Additional Documents • 0.25 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 .