Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹96.8 LAccepted-AOC | ₹96.8 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹97.3 LRejected-AOC C O ANIL CHANDRA SAHA DOTMA P O P S DOTMA DIST KOKRAJHAR BTC ASSAM PIN 783347 | DOTMA | KOKRAJHAR | ASSAM | 783347 | ₹97.3 L | L2 | Rejected-AOC Not awarded |
| 3 | L3₹97.4 LRejected-AOC C O HARU CH DEY KACHUGAON P O P S KACHUGAON DIST KOKRAJHAR BTC ASSAM PIN 783370 | KACHUGAON | KOKRAJHAR | ASSAM | 783370 | ₹97.4 L | L3 | Rejected-AOC Not awarded |
| Sl No | Description | Qty | Unit | SRI BIBEKANANDA DEY L3 | Arjun Saha L2 | EMANUEL BASUMATARY L1 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 250 mm in thickness as
per Technical Specification Clause 201.
(i) By Manual Means
(A) In area of non thorny jungle. | 0.63 | Hect. | 52,995.08 ₹33,598.88 | 52,995.08 ₹33,598.88 | 52,995.08 ₹33,598.88 |
| 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. | 2,491.87 | Cum | 268 ₹6.7 L | 265 ₹6.6 L | 258 ₹6.4 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. | 2,310.3 | Cum | 346 ₹8.0 L | 344 ₹7.9 L | 339.68 ₹7.8 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.
(II) For Grading II Material | 475.5 | Cum | 1,752 ₹8.3 L | 1,749.48 ₹8.3 L | 1,749.48 ₹8.3 L |
| 5.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kn static roller in stages to proper grade and camber applying and brooming, crushable screening to fill-up the interstices of coarse aggregate watering and compacting to the required density Grading 3 as per Technical Specification clause 405.
(A) By Manual Means | 285.3 | Cum | 3,734.79 ₹10.7 L | 3,734.79 ₹10.7 L | 3,734.79 ₹10.7 L |
| 6.00 | Providing and laying interlocking concrete block pavement with M40 having grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
(a) Including edge block/ Edge restraints | 4,184.4 | Sqm | 1,166 ₹48.8 L | 1,166 ₹48.8 L | 1,161.08 ₹48.6 L |
| 7.00 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3 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 drawing sand Technical Specification Clause 801.
(iv) 800mm x 600mm rectangular | 1 | Each | 7,537.1 ₹7,537.10 | 7,537.1 ₹7,537.10 | 7,537.1 ₹7,537.10 |
| 8.00 | Construction of RCC Box Culvert 1 Cell
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.
v) Marshy soil | 78.75 | Cum | 585.57 ₹46,113.64 | 585.57 ₹46,113.64 | 585.57 ₹46,113.64 |
| 9.00 | Filling in foundation trenches as per drawing and technical specification clause 305.3.9
I. Sand filling | 7.29 | Cum | 1,644.26 ₹11,986.66 | 1,644.26 ₹11,986.66 | 1,644.26 ₹11,986.66 |
| 10.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203.
B. With natural gravel
III. P.C.C. grade M20
(i) Nominal mix 1:2:4 | 3.51 | Cum | 6,664.29 ₹23,391.66 | 6,664.29 ₹23,391.66 | 6,664.29 ₹23,391.66 |
Tender Value
₹96.8 L
EMD Value
₹1.9 L
Closing Date
26 Mar 2026, 1:00 pmClosed
Superintending Engineer,PWD,Kokrajhar (R/B) Circle
O/o S.E., PWD, Kokrajhar (R/B) Circle, Kokrajhar
Construction of road by providing ICBP from No.2 Bajugaon Gothaibari Church to Ram Mardi House under BTC for the year 2025-26.
2026_BoTC_51751_1
SE(RB)/20-21/Pt-III/66/212_2
Open Tender
Civil Works – Roads
180 days
Gothaibari, Kokrajhar district
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
₹1.9 L
Yes
18 May 2026
7 Mar 2026
26 Mar 2026
7 Mar 2026
26 Mar 2026
7 Mar 2026
7 Mar 2026 - 26 Mar 2026
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 250 mm 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. (II) For Grading II Material
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kn static roller in stages to proper grade and camber applying and brooming, crushable screening to fill-up the interstices of coarse aggregate watering and compacting to the required density Grading 3 as per Technical Specification clause 405. (A) By Manual Means
Providing and laying interlocking concrete block pavement with M40 having grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including edge block/ Edge restraints
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3 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 drawing sand Technical Specification Clause 801. (iv) 800mm x 600mm rectangular
Construction of RCC Box Culvert 1 Cell 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. v) 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 specifications 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 substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202.
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. A. granular material
Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specification Clauses 800 & 1206.3. A. with crushed stone
Providing and laying certain walls complete as per drawing and technical specification clause 1304. III. Cement concrete grade M10
Construction of RCC Box Culvert 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I Ordinary soil Upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B. With natural gravel I. P.C.C. grade M10 Nominal mix 1:3:6
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1204. ii. In 1:4 cement mortar
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204.
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 II. P.C.C grade M 20 i) Nominal mix (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. R.C.C grade M 25 i) 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 substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202.
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I. Granular material
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
Providing and filling joint sealing compound as per drawings and technical specification with coarse sand and 6 per cent bitumen by weight.
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.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 • 1.58 MB
Tendernotice_2.pdf
PDF • 11.49 MB
Tendernotice_3.pdf
PDF • 0.26 MB
BOQ_82077.xls
BOQ • 0.29 MB
Download all tender documents and submit your bid