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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.6 LAccepted-AOC VILL KB ROAD P O PS NORTH LAKHIMPUR DIST LAKHIMPUR | LAKHIMPUR | ASSAM | 784160 | ₹25.6 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹28.4 LRejected-AOC | ₹28.4 L | L2 | Rejected-AOC Not awarded |
| 3 | L3₹28.6 LRejected-AOC | ₹28.6 L | L3 | Rejected-AOC Not awarded |
| 4 | L4₹28.6 LRejected-AOC | ₹28.6 L | L4 | Rejected-AOC Not awarded |
| 5 | L5₹28.9 LRejected-AOC | ₹28.9 L | L5 | Rejected-AOC Not awarded |
| Sl No | Description | Qty | Unit | SRI TIRTHA RAM BORO L4 | SRI ABHIJEET MODAK L3 | ZAKIR HUSSAIN L1 | RAJIB DEKA L6 | SHYAMAL CHANDRA PAUL L2 | M/S BRAHMAPUTRA ASSOCIATE L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Construction of Embankment with approved material obtained from borrow pits, with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clasue 301.5.
(i) Private land | 362.87 | Cum | 300 ₹1.1 L | 300 ₹1.1 L | 220 ₹79,830.52 | 962.3 ₹3.5 L | 300 ₹1.1 L | 962.3 ₹3.5 L |
| 2.00 | Construction of granular sub-base by providing well graded material, spreading in uniform layers 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.
(ii) For Grading II Material | 6.56 | Cum | 320 ₹2,100.16 | 320 ₹2,100.16 | 250 ₹1,640.75 | 450 ₹2,953.35 | 320 ₹2,100.16 | 450 ₹2,953.35 |
| 3.00 | 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 Traingle | 1 | Each | 5,500.01 ₹5,500.01 | 5,500.01 ₹5,500.01 | 5,221 ₹5,221 | 8,500 ₹8,500 | 5,500.01 ₹5,500.01 | 8,500 ₹8,500 |
| 4.00 | (iii) 600 mm circular. | 1 | Each | 6,000 ₹6,000 | 6,000 ₹6,000 | 5,100 ₹5,100 | 8,499.55 ₹8,499.55 | 5,648 ₹5,648 | 8,499.55 ₹8,499.55 |
| 5.00 | RCC SLAB CULVERT 6.00 M SPAN :
Earth work in excavation for structures as per drawings and technical specifications Clause 305.1, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 251.75 | Cum | 120 ₹30,209.88 | 120 ₹30,209.88 | 120 ₹30,209.88 | 650 ₹1.6 L | 120 ₹30,209.88 | 650 ₹1.6 L |
| 6.00 | Providing concrete plain/reinforced concrete in open foundation complete as per drawing and technical specifications Clause 802,803,1202 & 1203.
B. With Natural Gravel
I. PCC M 10 (i) Nominal Mix 1:3:6 | 23.49 | Cum | 4,200 ₹98,658 | 4,200 ₹98,658 | 5,200 ₹1.2 L | 5,500 ₹1.3 L | 4,200 ₹98,658 | 5,500 ₹1.3 L |
| 7.00 | Providing concrete plain/reinforced concrete in open foundation complete as per drawing and technical specifications Clause 802,803,1202 & 1203.
B. With Natural Gravel
I. PCC M 20 (i) Nominal Mix 1:3:6 | 94.38 | Cum | 5,500 ₹5.2 L | 5,500 ₹5.2 L | 6,014 ₹5.7 L | 7,500 ₹7.1 L | 5,500 ₹5.2 L | 6,500 ₹6.1 L |
| 8.00 | Plain/Reinforced Cement Concrete in Open foundation complete as per Drawing and Technical Specification | 110.86 | Cum | 8,500 ₹9.4 L | 8,500 ₹9.4 L | 7,800 ₹8.6 L | 7,500 ₹8.3 L | 8,500 ₹9.4 L | 7,500 ₹8.3 L |
| 9.00 | Furnishing and Placing Reinforced/Prestressed cement concrete in super structure as per drawing and Technical Specification including steel shuttering formwork | 24.62 | Cum | 11,500 ₹2.8 L | 11,500 ₹2.8 L | 9,500 ₹2.3 L | 11,500 ₹2.8 L | 11,500 ₹2.8 L | 11,500 ₹2.8 L |
| 10.00 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and Technical Specifications clause 800 and 1206.3 | 2.6 | Cum | 13,500 ₹35,113.50 | 13,500 ₹35,113.50 | 13,500 ₹35,113.50 | 14,500 ₹37,714.50 | 13,500 ₹35,113.50 | 14,500 ₹37,714.50 |
Tender Value
₹28.5 L
EMD Value
₹58,000
Closing Date
27 Jan 2026, 1:00 pmClosed
Superintending Engineer,PWD,Kokrajhar (R/B) Circle
O/o S.E., PWD, Kokrajhar (R/B) Circle, Kokrajhar
Recovery and Restoration of Mougaon Hatibandha Bhuyahat road by construction of RCC Slab culvert under NDRF(PDNA-2022) in Udalguri District for the year 2025-26.
2026_BoTC_50028_24
SE(R/B)/20-21/Pt-III/15
Open Tender
Civil Works – Roads
90 days
Udalguri dist
Please refer Tender documents.
4 documents required · 4 mandatory
₹600
₹58,000
Yes
10 Mar 2026
7 Jan 2026
27 Jan 2026
7 Jan 2026
27 Jan 2026
7 Jan 2026
7 Jan 2026 - 16 Jan 2026
Construction of Embankment with approved material obtained from borrow pits, with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clasue 301.5. (i) Private land
Construction of granular sub-base by providing well graded material, spreading in uniform layers 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. (ii) For Grading II Material
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 Traingle
(iii) 600 mm circular.
RCC SLAB CULVERT 6.00 M SPAN : Earth work in excavation for structures as per drawings and technical specifications Clause 305.1, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Providing concrete plain/reinforced concrete in open foundation complete as per drawing and technical specifications Clause 802,803,1202 & 1203. B. With Natural Gravel I. PCC M 10 (i) Nominal Mix 1:3:6
Providing concrete plain/reinforced concrete in open foundation complete as per drawing and technical specifications Clause 802,803,1202 & 1203. B. With Natural Gravel I. PCC M 20 (i) Nominal Mix 1:3:6
Plain/Reinforced Cement Concrete in Open foundation complete as per Drawing and Technical Specification
Furnishing and Placing Reinforced/Prestressed cement concrete in super structure as per drawing and Technical Specification including steel shuttering formwork
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and Technical Specifications clause 800 and 1206.3
Providing and laying Filter Media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surfaces behind the abutment, wing wall and Wing wall to the full height compacted to firm condition complete as per drawing and technical specification.
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, Wing wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1(V) : 20(H) towards drawing face complete as per drawing.
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
Drainage Spouts complete as per drawing and Technical Specification.
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall
Providing and fixing in position 20mm thick pre moulded joint filter in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20 mm covered with sealant complete as per drawing and technical specification.
Providing and fiiiling joint sealing compound as per drawings and Technical specifications with coarse sand and 6% bitumen by weight.
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