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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.4 Cr+₹4,900 (0.04%)Rejected-AOC VILL NARABARI P O P S DIST KOKRAJHAR PIN 783370 | KOKRAJHAR | ASSAM | 783370 | L2 | Rejected-AOC L2 | |
| 3 | L3₹1.4 Cr+₹10,700 (0.08%)Rejected-AOC C O ANIL CHANDRA SAHA DOTMA P O P S DOTMA DIST KOKRAJHAR BTC ASSAM PIN 783347 | DOTMA | KOKRAJHAR | ASSAM | 783347 | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | TAPAN KUMAR BASUMATARY L2 | MADAN DEBNATH L1 | Arjun Saha L3 |
|---|---|---|---|---|---|---|
| 1.00 | 3.4 Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting pig to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification clause 301.5 (i) Privete land. | 416.02 | Cum | 262 ₹1,08,996.45 | 258.21 ₹1,07,419.75 Lowest | 268 ₹1,11,492.56 |
| 2.00 | 3.14 Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 (i) Private Land. | 376.77 | Cum | 342 ₹1,28,853.97 | 339.68 ₹1,27,979.87 Lowest | 346 ₹1,30,361.04 |
| 3.00 | 4.1 Construction of granular sub-base by providing well graded material, spreading in uniform layers with with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(A) By Mix in Place Method
(ii) For Grading II Materia | 171.23 | Cum | 2,009 ₹3,43,997.05 | 2,008.2 ₹3,43,860.07 Lowest | 2,009 ₹3,43,997.05 |
| 4.00 | 10.2 Traffic Sign
(A) Retro-reflectorised Traffic Signs
(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801.
(ii) 600mm equilateral triangle. | 1 | Each | 3,933 ₹3,933 Lowest | 3,933 ₹3,933 Lowest | 3,933 ₹3,933 Lowest |
| 5.00 | (iii) 600mm circular | 1 | Each | 5,341.38 ₹5,341.38 | 5,345.77 ₹5,345.77 | 5,340.65 ₹5,340.65 Lowest |
| 6.00 | 14.2 Providing and laying of boulder apron laid in wire creates with 4mm dle GI wire conforming to IS:280 and IS:4826in 100mm x 100mm mesh (Woven diagonally) including 10 percent textra for laps and joints laid with stone boulder weighing not less than 25 kg each as per drawing and teachnical specification Clause 1301. | 120 | Cum | 3,117.33 ₹3,74,079.6 Lowest | 3,117.33 ₹3,74,079.6 Lowest | 3,117.33 ₹3,74,079.6 Lowest |
| 7.00 | 14.5 Providing and lyaing pitching on slopes laid over prepared filter media as per drawing and technical specification Clause 1302. | 14.4 | Cum | 2,134.91 ₹30,742.7 Lowest | 2,134.91 ₹30,742.7 Lowest | 2,134.91 ₹30,742.7 Lowest |
| 8.00 | BRIDGE PROPER
FOUNDATION
17.4 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with...
1) In ordinary soil. (B) Mechanical Means (II) Without dewatering
(i) Upto 3 m depth | 241.8 | Cum | 80.23 ₹19,399.61 Lowest | 80.23 ₹19,399.61 Lowest | 82 ₹19,827.6 |
| 9.00 | 17.27 Bored cast-in-situ M 35 grade RCC pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lead and lift up to 1000m as per MORTH Section No. 1100, 1600 & 1700 Pile diameter = 1000 mm | 296 | Metre | 11,498 ₹34,03,408 | 11,495.49 ₹34,02,665.04 Lowest | 11,498 ₹34,03,408 |
| 10.00 | 17.37 Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV) as per technical specifications of MORTH section No. 1100.
a) Initial load test & Routine load test. | 132.37 | Mt | 378 ₹50,035.86 | 371 ₹49,109.27 Lowest | 378 ₹50,035.86 |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
26 Feb 2026, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
The Addl. Chief Engineer cum Director, PWD, BTC
O/o the Addl. Chief Engineer cum Director, PWD, BTC, Kokrajhar.
Construction of RCC Bridge No. 1/1 at Gurihati Rakhkhala at Dewaguri village road over Gurihati Dimila Nadi under Infrastructure Development Fund (IBA) in Udalguri District for the year 2025-26.
2026_BTC_50890_1
125/ACE/NIT/Infra/BTC/2022-23
Open Tender
Civil Works
Item Rate
365 days
Udalguri
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,800
₹2.8 L
Yes
2 May 2026
6 Feb 2026
26 Feb 2026
6 Feb 2026
26 Feb 2026
6 Feb 2026
6 Feb 2026 - 26 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 3.4 Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting pig to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification clause 301.5 (i) Privete land. | 416.02 | Cum | - | - |
| 2 | 3.14 Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 (i) Private Land. | 376.77 | Cum | - | - |
| 3 | 4.1 Construction of granular sub-base by providing well graded material, spreading in uniform layers with with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(A) By Mix in Place Method
(ii) For Grading II Materia | 171.23 | Cum | - | - |
| 4 | 10.2 Traffic Sign
(A) Retro-reflectorised Traffic Signs
(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801.
(ii) 600mm equilateral triangle. | 1 | Each | - | - |
| 5 | (iii) 600mm circular | 1 | Each | - | - |
| 6 | 14.2 Providing and laying of boulder apron laid in wire creates with 4mm dle GI wire conforming to IS:280 and IS:4826in 100mm x 100mm mesh (Woven diagonally) including 10 percent textra for laps and joints laid with stone boulder weighing not less than 25 kg each as per drawing and teachnical specification Clause 1301. | 120 | Cum | - | - |
| 7 | 14.5 Providing and lyaing pitching on slopes laid over prepared filter media as per drawing and technical specification Clause 1302. | 14.4 | Cum | - | - |
| 8 | BRIDGE PROPER
FOUNDATION
17.4 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with...
1) In ordinary soil. (B) Mechanical Means (II) Without dewatering
(i) Upto 3 m depth | 241.8 | Cum | - | - |
| 9 | 17.27 Bored cast-in-situ M 35 grade RCC pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lead and lift up to 1000m as per MORTH Section No. 1100, 1600 & 1700 Pile diameter = 1000 mm | 296 | Metre | - | - |
| 10 | 17.37 Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV) as per technical specifications of MORTH section No. 1100.
a) Initial load test & Routine load test. | 132.37 | Mt | - | - |
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