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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.0 LAccepted-AOC SHYAMTHAIBARI GARUBHASA CHIRANG ASSAM | ₹35.0 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹35.0 LRejected-AOC ASSAM AS | ₹35.0 L | L2 | Rejected-AOC Not awarded |
| 3 | L3₹35.0 LRejected-AOC VILL HAGMABIL P O HAGMABIL P S SERFANGURI DIST KOKRAJHAR PIN 783370 | KOKRAJHAR | ASSAM | 783370 | ₹35.0 L | L3 | Rejected-AOC Not awarded |
| Sl No | Description | Qty | Unit | BIRKHANG BASUMATARY L2 | Birkang Wary L1 | Shri Ashit Kumar Brahma L3 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting, wild vegetation, grass, bush, shurbs, sampling and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and staking of serviceable material to be used or auctioned. up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification clause 201.
(i) By Manual Means
(A) In area of non thorny jungle. | 0.6 | Hect. | 55,808.44 ₹33,261.83 | 55,807.88 ₹33,261.50 | 55,808.99 ₹33,262.16 |
| 2.00 | 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 up to meet requirement of Tables 300.1 and 300.2 with lead up to 1000m as per Technical Specification Clause 301.5
(I) Private Land. | 954.82 | Cum | 271.92 ₹2.6 L | 271.75 ₹2.6 L | 271.92 ₹2.6 L |
| 3.00 | Construction of Sub grade 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 up to 1000m as per Technical Specification Clause 300.1
(I) Private Land. | 860.79 | Cum | 357.71 ₹3.1 L | 357.71 ₹3.1 L | 357.71 ₹3.1 L |
| 4.00 | 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 with 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 | 342.51 | Cum | 1,791.6 ₹6.1 L | 1,791.59 ₹6.1 L | 1,791.6 ₹6.1 L |
| 5.00 | Providing and fixing of retro-reflectorised cautionary, mandatory and informator sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3 fixed over aluminium sheeting, 1.5mm thic ksupported on 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 x600mm,600mm below ground level as per drawing sand Technical Specification Clause 801.
(iv) 80 x 60mm rectangular | 1 | Each | 7,937.3 ₹7,937.30 | 7,937.3 ₹7,937.30 | 7,937.3 ₹7,937.30 |
| 6.00 | Construction of RCC Box Culvert 1 Cell x 2.00m x 2.00m
Earthwork in excavation for structures as per drawing and technical specification 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.
i) Marshy soil | 65.19 | Cum | 616.66 ₹40,200.07 | 615.37 ₹40,115.97 | 618.66 ₹40,330.45 |
| 7.00 | Filling in foundation trenches as per drawing and technical specification clause 305.3.9
I. Sand filling | 4.05 | Cum | 1,731.57 ₹7,012.86 | 1,731.57 ₹7,012.86 | 1,731.57 ₹7,012.86 |
| 8.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203.
B. With natural Gravel
I. P.C.C. Grade M10 (i) Nominal Mix (1:3:6) | 0.52 | Cum | 5,905.38 ₹3,070.80 | 5,905.38 ₹3,070.80 | 5,905.38 ₹3,070.80 |
| 9.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203.
B. With natural Gravel
IV. R.C.C. Grade M20 | 9.55 | Cum | 6,901.17 ₹65,940.68 | 6,901.17 ₹65,940.68 | 6,901.17 ₹65,940.68 |
| 10.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203.
B. With natural Gravel
III. P.C.C. Grade M20 (i) Nominal Mix (1:2:4) | 2.67 | Cum | 6,553.57 ₹17,498.03 | 6,553.57 ₹17,498.03 | 6,553.57 ₹17,498.03 |
Tender Value
₹35.0 L
EMD Value
₹70,000
Closing Date
30 Jan 2026, 1:00 pmClosed
Superintending Engineer,PWD,Kokrajhar (R/B) Circle
O/o S.E., PWD, Kokrajhar (R/B) Circle, Kokrajhar
Recovery and Reconstruction of Oxiguri Village Road under NDRF(PDNA-2022) for the year 2025-26
2026_BoTC_50128_7
SE(RB)/20-21/Pt-III/24
Open Tender
Civil Works – Roads
90 days
Kokrajhar district
Please refer Tender documents.
4 documents required · 4 mandatory
₹700
₹70,000
Yes
5 Mar 2026
9 Jan 2026
30 Jan 2026
9 Jan 2026
30 Jan 2026
9 Jan 2026
9 Jan 2026 - 17 Jan 2026
Clearing and grubbing road land including uprooting, wild vegetation, grass, bush, shurbs, sampling and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and staking of serviceable material to be used or auctioned. up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification clause 201. (i) By Manual Means (A) In area of non thorny jungle.
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 up to meet requirement of Tables 300.1 and 300.2 with lead up to 1000m as per Technical Specification Clause 301.5 (I) Private Land.
Construction of Sub grade 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 up to 1000m as per Technical Specification Clause 300.1 (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 with 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 informator sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3 fixed over aluminium sheeting, 1.5mm thic ksupported on 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 x600mm,600mm below ground level as per drawing sand Technical Specification Clause 801. (iv) 80 x 60mm rectangular
Construction of RCC Box Culvert 1 Cell x 2.00m x 2.00m Earthwork in excavation for structures as per drawing and technical specification 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. i) Marshy soil
Filling in foundation trenches as per drawing and technical specification clause 305.3.9 I. Sand filling
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203. B. With natural Gravel I. P.C.C. Grade M10 (i) Nominal Mix (1:3:6)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203. B. With natural Gravel IV. R.C.C. Grade M20
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203. B. With natural Gravel III. P.C.C. Grade M20 (i) Nominal Mix (1:2:4)
Plain/reinforced cement concrete in substructure complete as per drawings and technical specifiation Clauses 802, 804, 805, 806, 807, 1202 & 1204. B. With natural Gravel IV. R.C.C. Grade M25 (i) For height upto 5 m
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/ Shyam steel/ RINL) in foundation complete as per drawings and technical specification clauses 1000 and 1202.
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar SAI/BISCON/ THERMAX or equivalent) in substructure complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202.
Providing weep holes in brick masonary/ plain/ reinforced concrete abutement, wing wall/ return wall with 100mm dia AC pipe extending through the full width of the structure with slope 1V:20H towards drawing force complete as per drawing and Technical Specification Clauses 614, 709, 1204.3.7.
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. A. granular material
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 B. With Natural Gravel II. R.C.C. M25 (a) Height upto 5m
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in superstructure complete as per drawings and technical specification clauses1002, 1010 & 1202.
Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specification Clauses 800 & 1206.3. B. with Natural Gravel
Construction of RCC railing of M25 grade in cast-in-situ with 20mm nominal size aggregate, true to line and grade, tolerence 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, 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.
Flexible Apron: Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 25 kg beyound curtain wall.
Construction of RCC Box Culvert 2 Cell x 3.00m x 3.00m Earthwork in excavation for structures as per drawing and technical specification 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. i) Marshy soil
Filling in foundation trenches as per drawing and technical specification clause 305.3.9 I. Sand filling
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203. B. With natural Gravel I. P.C.C. Grade M10 (i) Nominal Mix (1:3:6)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203. B. With natural Gravel IV. R.C.C. Grade M20
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203. B. With natural Gravel III. P.C.C. Grade M20 (i) Nominal Mix (1:2:4)
Plain/reinforced cement concrete in substructure complete as per drawings and technical specifiation Clauses 802, 804, 805, 806, 807, 1202 & 1204. B. With natural Gravel IV. R.C.C. Grade M25 (i) For height upto 5 m
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/ Shyam steel/ RINL) in foundation complete as per drawings and technical specification clauses 1000 and 1202.
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar SAI/BISCON/ THERMAX or equivalent) in substructure complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202.
Providing weep holes in brick masonary/ plain/ reinforced concrete abutement, wing wall/ return wall with 100mm dia AC pipe extending through the full width of the structure with slope 1V:20H towards drawing force complete as per drawing and Technical Specification Clauses 614, 709, 1204.3.7.
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. A. granular material
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 B. With Natural Gravel II. R.C.C. M25 (a) Height upto 5m
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in superstructure complete as per drawings and technical specification clauses 1002, 1010 & 1202.
Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specification Clauses 800 & 1206.3. B. with Natural Gravel
Construction of RCC railing of M25 grade in cast-in-situ with 20mm nominal size aggregate, true to line and grade, tolerence 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, 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.
Flexible Apron: Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 25 kg beyound curtain wall.
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