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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.7 LAccepted-AOC | ₹25.7 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹25.7 LRejected-AOC | ₹25.7 L | L2 | Rejected-AOC Not awarded |
| 3 | L3₹25.7 LRejected-AOC | ₹25.7 L | L3 | Rejected-AOC Not awarded |
| 4 | L4₹26.0 LRejected-AOC VILL SINGIMARI PO KALAIGAON DIST UDALGURI ASSAM | ₹26.0 L | L4 | Rejected-AOC Not awarded |
| 5 | L5₹26.4 LRejected-AOC VILL P O BANGALJHORA PS BIJNI DIST CHIRANG ASSAM PIN 783390 | BIJNI | CHIRANG | ASSAM | 783390 | ₹26.4 L | L5 | Rejected-AOC Not awarded |
| Sl No | Description | Qty | Unit | MADAN DEBNATH L3 | PANKAJ DEBNATH L4 | SANTOSH CHANDRA ROY L5 | MITHINGA BAGLARI L2 | KHAULA DAIMARI L1 |
|---|---|---|---|---|---|---|---|---|
| 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 teachnical specification clause 301.5
(i) Private Land | 344.92 | Cum | 271.92 ₹93,789.83 | 286 ₹98,646.26 | 350 ₹1.2 L | 350 ₹1.2 L | 345 ₹1.2 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.
(A) By mix in place method
(ii) For Grading II Material | 7.5 | Cum | 2,024.26 ₹15,181.95 | 2,024.26 ₹15,181.95 | 2,024.26 ₹15,181.95 | 2,341 ₹17,557.50 | 2,341 ₹17,557.50 |
| 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, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.
ii) 600mm equilateral triangle | 1 | Each | 4,141.37 ₹4,141.37 | 4,140.62 ₹4,140.62 | 4,140.63 ₹4,140.63 | 5,121 ₹5,121 | 5,121 ₹5,121 |
| 4.00 | iii) 600mm circular | 1 | Each | 5,629.65 ₹5,629.65 | 5,629.65 ₹5,629.65 | 5,629.65 ₹5,629.65 | 5,845 ₹5,845 | 5,845 ₹5,845 |
| 5.00 | RCC Box Cell Bridge 4 x 4 m - 2 Cell = 1(one) No.:
Earthwork in excavation for structures as per drawing 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.
(v) Marshy soil. (i) Upto 3.00m depth | 246.32 | Cum | 616.66 ₹1.5 L | 698 ₹1.7 L | 758 ₹1.9 L | 234 ₹57,638.88 | 234 ₹57,638.88 |
| 6.00 | Filling in foundation trenches as per drawing as per drawing and technical specification clause 305.3.9
Sand filling in foundation trenches | 31.91 | Cum | 1,731.57 ₹55,259.59 | 1,731.57 ₹55,259.59 | 1,731.57 ₹55,259.59 | 1,654 ₹52,784.10 | 1,654 ₹52,784.10 |
| 7.00 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203.
(B) With natural gravel. (i) PCC grade M10
Nominal mx 1:3:6. | 1.47 | Cum | 5,905.38 ₹8,680.91 | 5,905.38 ₹8,680.91 | 5,905.38 ₹8,680.91 | 5,905.31 ₹8,680.81 | 5,905.31 ₹8,680.81 |
| 8.00 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203.
(B) With natural gravel. (iv) RCC grade M20 | 18.22 | Cum | 6,901.17 ₹1.3 L | 6,901.17 ₹1.3 L | 6,901.17 ₹1.3 L | 7,090 ₹1.3 L | 7,090 ₹1.3 L |
| 9.00 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203.
(B) With natural gravel. (i) PCC grade M20
Nominal mx 1:2:4. | 20.84 | Cum | 6,553.57 ₹1.4 L | 6,553.57 ₹1.4 L | 6,553.57 ₹1.4 L | 6,541 ₹1.4 L | 6,541 ₹1.4 L |
| 10.00 | Plain/Reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 and 1204
(B) With natural gravel.(IV) RCC Grade M25 (i) For height upto 5m | 73.87 | Cum | 8,416.87 ₹6.2 L | 8,416.87 ₹6.2 L | 8,416.87 ₹6.2 L | 6,784 ₹5.0 L | 6,784 ₹5.0 L |
Tender Value
₹25.7 L
EMD Value
₹52,000
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 Khokhabasti Kathalguri road (Construction of 4mx4mx2 cell box culvert) under PWD Tangla RR Sub-Division under NDRF (PDNA-2022) in Udalguri District for the year 2025-26.
2026_BoTC_50028_8
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
₹52,000
Yes
13 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 teachnical specification clause 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. (A) By mix in place method (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, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801. ii) 600mm equilateral triangle
iii) 600mm circular
RCC Box Cell Bridge 4 x 4 m - 2 Cell = 1(one) No.: Earthwork in excavation for structures as per drawing 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. (v) Marshy soil. (i) Upto 3.00m depth
Filling in foundation trenches as per drawing as per drawing and technical specification clause 305.3.9 Sand filling in foundation trenches
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203. (B) With natural gravel. (i) PCC grade M10 Nominal mx 1:3:6.
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203. (B) With natural gravel. (iv) RCC grade M20
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203. (B) With natural gravel. (i) PCC grade M20 Nominal mx 1:2:4.
Plain/Reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 and 1204 (B) With natural gravel.(IV) RCC Grade M25 (i) For height upto 5m
Supplying, fitting and placing TMT (Fe-500D) reinforcement bar (From Primary Producer: TATA/ SAIL/ Esser Steel/Jindal steel/Shyam steel/ RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 120
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1 (V): 20 (H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204. 3.7
Back filling behind abutment wing wall and return wall complete as per drawing & technical specification clause 1204. 3.8
Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205. (B) With natural gravel.(IV) RCC Grade M25 (i) For height upto 5m
Supplying, fitting and placing MS Bar (Fe-500) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3
Construction of RCC railing of M25 grade in cast-in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500 centre-to-centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specification clauses 800, 900 and 1208.3
Providing and laying curtain walls complete as per drawing and technical specification clause 1304. (iii) Cement concrete grade M10
Drainage spouts complete as per drawing and technical specification clause 1209.
Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall
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