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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAdmitted-Finance | ₹3.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.1 Cr+₹9.0 L (3.00%)Admitted-Finance | ₹3.1 Cr+₹9.0 L (3.00%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SRI MONTU KONWAR L1 | Sri Denish Kukurachowa L2 |
|---|---|---|---|---|---|
| 1.00 | Dadhara Borbil Road
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 150 mm in thickness as per Technical Specification Clause 201 | 1.68 | Hect | 48,192.58 ₹80,963.53 Lowest | 49,638.36 ₹83,392.44 |
| 2.00 | 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 to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. ( i ) Private Land | 7,957.08 | cum | 260.58 ₹20,73,455.91 Lowest | 268.4 ₹21,35,680.27 |
| 3.00 | 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 compected to meat requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 . | 1,593.6 | cum | 323.52 ₹5,15,561.47 Lowest | 333.23 ₹5,31,035.33 |
| 4.00 | Granular sub base/base/surface course with local materials by mix in place method in uniform layers with motor grader on prepared surface , mixing by mix in place method with rotovator as per technical specification clouse 408. Gr. II Maerials | 1,125 | cum | 2,997.13 ₹33,71,771.25 Lowest | 3,087.04 ₹34,72,920 |
| 5.00 | Providing,laying,spreading and spreading and compecting stone aggregates of specific sizes to water bound mecadom specification including in unifirm thickness. Hand packing,rolling with smooth wheel roller 80-100 kn in stages to proper grade 7 camber. Applying ans brooming stone screening/binding materials to fill-up interstices of course aggregates, watering and compacting to the required density, Gr. 3 as per tech. specification clouse 405. (A) By manual means.Gr. III | 675 | cum | 4,747.32 ₹32,04,441 Lowest | 4,889.74 ₹33,00,574.5 |
| 6.00 | Providing & laying inter locking concrete block pavement(M40) having thickness 80 mm including construction of Edge restrain as per technical specification clouse 1504 complete include carriage. | 9,038.14 | Sqm. | 1,038.13 ₹93,82,764.28 Lowest | 1,069.27 ₹96,64,211.96 |
| 7.00 | HP Culvert 1000mm dia NP-3 Single Row 7.50m Length.
Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | 124.8 | cum | 115.26 ₹14,384.45 Lowest | 118.72 ₹14,816.26 |
| 8.00 | PCC M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 | 10.46 | cum | 5,894.76 ₹61,659.19 Lowest | 6,071.6 ₹63,508.94 |
| 9.00 | Bedding for pipe
(ii) Type B(First Class) Bedding
Laying (First Class) bedding on well compacted sand moorum as per Clause 1105 (ii) Granular Material | 19.53 | cum | 1,547.03 ₹30,213.5 Lowest | 1,593.44 ₹31,119.88 |
| 10.00 | Providing & laying reinforced cement concrete NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000mm dia | 45 | Rm | 7,774.97 ₹3,49,873.65 Lowest | 8,008.22 ₹3,60,369.9 |
Tender Value
Refer Docs
EMD Value
₹6 L
Closing Date
1 Feb 2021, 2:00 pmClosed
Chief Engineer, PWD, Roads, Assam, Chandmari, Ghy
O/o the Chief Engineer, PWD, Roads, Assam, Chandmari, Guwahati
SOPD_G_20_21_84 Construction of Dadhara Borbil Road (from Ch. 1200.00 to 3600.00 m, L 2.40km), Japidhara Road (from Ch. 0.00 to 680.00 m, L 0.680km), and Telibasti Road (from Ch. 0.00 to 700.00m, L 0.700km), T.Length 3.78km under SOPD-G for the year
2021_PWD_20217_38
CE/DEV/TB/93/2020-21/33
Open Tender
Civil Works
Item Rate
270 days
Mahmora
Please refer Tender documents.
6 documents required · 6 mandatory
₹9,000
Empowered Officer,ASRB
₹6 L
Yes
Chief Engineer, PWD, Roads, Assam, Chandmari, Ghy
9 Feb 2021
19 Jan 2021
1 Feb 2021
19 Jan 2021
1 Feb 2021
22 Jan 2021
19 Jan 2021 - 1 Feb 2021
21 Jan 2021
Amount
Dadhara Borbil Road 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 150 mm in thickness as per Technical Specification Clause 201
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 to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. ( i ) Private Land
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 compected to meat requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 .
Granular sub base/base/surface course with local materials by mix in place method in uniform layers with motor grader on prepared surface , mixing by mix in place method with rotovator as per technical specification clouse 408. Gr. II Maerials
Providing,laying,spreading and spreading and compecting stone aggregates of specific sizes to water bound mecadom specification including in unifirm thickness. Hand packing,rolling with smooth wheel roller 80-100 kn in stages to proper grade 7 camber. Applying ans brooming stone screening/binding materials to fill-up interstices of course aggregates, watering and compacting to the required density, Gr. 3 as per tech. specification clouse 405. (A) By manual means.Gr. III
Providing & laying inter locking concrete block pavement(M40) having thickness 80 mm including construction of Edge restrain as per technical specification clouse 1504 complete include carriage.
HP Culvert 1000mm dia NP-3 Single Row 7.50m Length. Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
PCC M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
Bedding for pipe (ii) Type B(First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105 (ii) Granular Material
Providing & laying reinforced cement concrete NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000mm dia
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (ii) PCC M-15 (1:2.5:5)
Plastering with Cement mortar in 1:4 15mm thick on brick work
HP Culvert 1000mm dia NP-3 Double Row 7.50m Length Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
PCC M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
Bedding for pipe (ii) Type B(First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105 (ii) Granular Material
Providing & laying reinforced cement concrete NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (ii) PCC M-15 (1:2.5:5)
Plastering with Cement mortar in 1:4 15mm thick on brick work
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (ii) 60 cm Eq.Triangle
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (iv) 80x60 cm Rect
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
Japidhara Road 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 150 mm in thickness as per Technical Specification Clause 201
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 to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. ( i ) Private Land
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 compected to meat requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 .
Granular sub base/base/surface course with local materials by mix in place method in uniform layers with motor grader on prepared surface , mixing by mix in place method with rotovator as per technical specification clouse 408. Gr. II Maerials
Providing,laying,spreading and spreading and compecting stone aggregates of specific sizes to water bound mecadom specification including in unifirm thickness. Hand packing,rolling with smooth wheel roller 80-100 kn in stages to proper grade 7 camber. Applying ans brooming stone screening/binding materials to fill-up interstices of course aggregates, watering and compacting to the required density, Gr. 3 as per tech. specification clouse 405. (A) By manual means.Gr. III
Providing & laying inter locking concrete block pavement(M40) having thickness 80 mm including construction of Edge restrain as per technical specification clouse 1504 complete include carriage.
Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
PCC M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
Bedding for pipe (ii) Type B(First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105 (ii) Granular Material
Providing & laying reinforced cement concrete NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (ii) PCC M-15 (1:2.5:5)
Plastering with Cement mortar in 1:4 15mm thick on brick work
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (ii) 60 cm Eq Triangle.
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (iv) 80x60 cm Rect
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
Telibasti Road 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 150 mm in thickness as per Technical Specification Clause 201
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 to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. ( i ) Private Land
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 compected to meat requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 .
Granular sub base/base/surface course with local materials by mix in place method in uniform layers with motor grader on prepared surface , mixing by mix in place method with rotovator as per technical specification clouse 408. Gr. II Maerials
Providing,laying,spreading and spreading and compecting stone aggregates of specific sizes to water bound mecadom specification including in unifirm thickness. Hand packing,rolling with smooth wheel roller 80-100 kn in stages to proper grade 7 camber. Applying ans brooming stone screening/binding materials to fill-up interstices of course aggregates, watering and compacting to the required density, Gr. 3 as per tech. specification clouse 405. (A) By manual means.Gr. III
Providing & laying inter locking concrete block pavement(M40) having thickness 80 mm including construction of Edge restrain as per technical specification clouse 1504 complete include carriage.
Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
PCC M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
Bedding for pipe (ii) Type B(First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105 (ii) Granular Material
Providing & laying reinforced cement concrete NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 (iii) 1000 mm dia
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (ii) PCC M-15 (1:2.5:5)
Plastering with Cement mortar in 1:4 15mm thick on brick work
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (ii) 60 cm Eq Triangle
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (iv) 80x60 cm Rect
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
Sri Denish Kukurachowa
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