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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAdmitted-Finance 3RD FLOOR KRISHNA RICE MILL BUILDING PAGLASTHAN BONGAIGAON 783380 | BONGAIGAON | ASSAM | 783380 | ₹2.8 Cr | L1 | Admitted-Finance |
| 2 | L1₹2.8 CrAdmitted-Finance NAYAGRAM HOUSE NO 92 CITY TOWN NILAMBAZAR P O RAMANI KRISHNAPUR P S NILAMBAZAR DISTRICT KARIMGANJ PIN 788722 | KARIMGANJ | ASSAM | 788722 | ₹2.8 Cr | L1 | Admitted-Finance |
| 3 | L2₹3.2 Cr+₹31.6 L (11.1%)Admitted-Finance | ₹3.2 Cr+₹31.6 L (11.1%) | L2 | Admitted-Finance |
| 4 | L3₹3.2 Cr+₹31.6 L (11.1%)Admitted-Finance | ₹3.2 Cr+₹31.6 L (11.1%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | JUNEL HUSSAIN L3 | Suman Dhar L1 | PADMAVATI CONSTRUCTION L1 | R K ASSOCIATE L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | (i) Road from Anipur Market to Panchdali village
Construction of Embankment with soil borrowpits, with a lifts upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table-300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. (i) From Private land | 21,147.63 | Cum | 260.58 ₹55,10,649.43 | 234.52 ₹49,59,542.19 Lowest | 234.52 ₹49,59,542.19 Lowest | 260.58 ₹55,10,649.43 |
| 2.00 | 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 compacted to meet requirement of Table 300.2 with upto 1000 m as per Technical Specification Clause 303.1 (i) Private Land | 3,640 | Cum | 323.52 ₹11,77,612.8 | 291.17 ₹10,59,858.8 Lowest | 291.17 ₹10,59,858.8 Lowest | 322 ₹11,72,080 |
| 3.00 | Granular Sub Base with Well graded Material (By Mix-in-place method) Construction of granular Sub Base by providing well graded material spreading in unifrom layers with motor grader on prepared surface , mixing by mix in place method with rotavator at OMC & compacting with smooth wheel roller to achive the desired densityas per technical specification clause 401 .(II) for grading II material | 750 | Cum | 3,719.94 ₹27,89,955 | 3,347.95 ₹25,10,962.5 Lowest | 3,347.95 ₹25,10,962.5 Lowest | 3,719.94 ₹27,89,955 |
| 4.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone 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 | 450 | Cum | 5,617.22 ₹25,27,749 | 5,055.5 ₹22,74,975 Lowest | 5,055.5 ₹22,74,975 Lowest | 5,617.22 ₹25,27,749 |
| 5.00 | Providing and laying interlocking concrete block pavement (M30) having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints | 6,000 | Sqm | 1,038.13 ₹62,28,780 | 934.32 ₹56,05,920 Lowest | 934.32 ₹56,05,920 Lowest | 1,038.13 ₹62,28,780 |
| 6.00 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701. | 1 | each | 12,691.25 ₹12,691.25 | 11,422.13 ₹11,422.13 Lowest | 11,422.13 ₹11,422.13 Lowest | 12,691.24 ₹12,691.24 |
| 7.00 | Planting of trees by the road side(Avenue trees) in 0.60m dia holes, 1m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three years. | 40 | Each | 745.8 ₹29,832 | 671.22 ₹26,848.8 Lowest | 671.22 ₹26,848.8 Lowest | 745.8 ₹29,832 |
| 8.00 | Painting lines,dashes,arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including clearing the surface of all dirt,dust,and other foreign matters, demarcation at site and traffic control as per drawing and Technical specification clause 1702. | 400 | Sqm | 88.71 ₹35,484 | 79.84 ₹31,936 Lowest | 79.84 ₹31,936 Lowest | 88.71 ₹35,484 |
| 9.00 | 600mm dia HP 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. In Ordinary soil (i) Upto 3 m depth | 32.51 | Cum | 115.26 ₹3,747.1 | 103.73 ₹3,372.26 Lowest | 103.73 ₹3,372.26 Lowest | 115.26 ₹3,747.1 |
| 10.00 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B. With natural gravel I. PCC Grade M10
Nominal mix 1:3:6 ( Hand Mixing) | 4.93 | Cum | 5,465.81 ₹26,946.44 | 4,919.23 ₹24,251.8 Lowest | 4,919.23 ₹24,251.8 Lowest | 5,465.81 ₹26,946.44 |
Tender Value
₹3.2 Cr
EMD Value
₹6.3 L
Closing Date
28 Oct 2020, 2:00 pmClosed
.E. PWD (Roads), Assam, Chandmari
O/o the C.E. PWD (Roads), Assam, Chandmari, Guwahati, 781003
SOPD_G_20_21_19 Construction of (i) Road from Anipur Market to Panchdali village, (ii) Road from R.K.Nagar-Anipur NEC road near Singla bridge to Chandnighat under SOPD-G for the year 2020-21, Ratabari LAC
2020_PWD_18921_1
CE/DEV/TB/93/2020-21/14
Open Tender
Civil Works
Item Rate
270 days
Ratabari
Please refer Tender documents.
6 documents required · 6 mandatory
₹9,500
Empowered Officer, Assam State Road Board
₹6.3 L
Yes
O/o the C.E. PWD (Roads), Assam, Chandmari, Guwaha
27 Nov 2020
12 Oct 2020
28 Oct 2020
12 Oct 2020
28 Oct 2020
15 Oct 2020
12 Oct 2020 - 28 Oct 2020
14 Oct 2020
Amount
(i) Road from Anipur Market to Panchdali village Construction of Embankment with soil borrowpits, with a lifts upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table-300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. (i) From 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 compacted to meet requirement of Table 300.2 with upto 1000 m as per Technical Specification Clause 303.1 (i) Private Land
Granular Sub Base with Well graded Material (By Mix-in-place method) Construction of granular Sub Base by providing well graded material spreading in unifrom layers with motor grader on prepared surface , mixing by mix in place method with rotavator at OMC & compacting with smooth wheel roller to achive the desired densityas 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone 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 (M30) having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701.
Planting of trees by the road side(Avenue trees) in 0.60m dia holes, 1m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three years.
Painting lines,dashes,arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including clearing the surface of all dirt,dust,and other foreign matters, demarcation at site and traffic control as per drawing and Technical specification clause 1702.
600mm dia HP 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. In Ordinary soil (i) Upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B. With natural gravel I. PCC Grade M10 Nominal mix 1:3:6 ( Hand Mixing)
Providing Plain / RCC in open foundation etc. complete as per drawing & technical specification clauses 802, 804, 805, 806, 807, 1202 & 1204 B) With natural gravel II) PCC M-15 i) Nominal Mix 1:2.5:5
Providing Plain / RCC in Sub-Structure etc. complete as per drawing & technical specification clauses 802, 804, 805, 806, 807, 1202 & 1204 B) With natural gravel I) PCC M-15 i) Nominal mix 1:2.5:5
Providing and laying reinforced cement concrete pipe 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. 600 mm dia
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per Technical Specification.
Rubble masonary retaining wall 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. In Ordinary soil (i) Upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B. With natural gravel I. PCC Grade M10 Nominal mix 1:3:6 ( Hand Mixing)
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III Random rubble masonry In 1:3 cement mortar
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III Random rubble masonry In 1:4 cement mortar
Plastering with cement mortar (1:4), 15 mm thick on stone masonry in substructure as per technical specification Clauses 613.4 & 1204
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm 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
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
(ii) Road from R.K.Nagar-Anipur NEC road near Singla bridge to Chandnighat Construction of Embankment with soil borrowpits, with a lifts upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table-300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. (i) From 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 compacted to meet requirement of Table 300.2 with upto 1000 m as per Technical Specification Clause 303.1 (i) Private Land
Granular Sub Base with Well graded Material (By Mix-in-place method) Construction of granular Sub Base by providing well graded material spreading in unifrom layers with motor grader on prepared surface , mixing by mix in place method with rotavator at OMC & compacting with smooth wheel roller to achive the desired densityas 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone 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 (M30) having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701.
Planting of trees by the road side(Avenue trees) in 0.60m dia holes, 1m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three years.
Painting lines,dashes,arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including clearing the surface of all dirt,dust,and other foreign matters, demarcation at site and traffic control as per drawing and Technical specification clause 1702.
600mm dia HP 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. In Ordinary soil (i) Upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B. With natural gravel I. PCC Grade M10 Nominal mix 1:3:6 ( Hand Mixing)
Providing Plain / RCC in open foundation etc. complete as per drawing & technical specification clauses 802, 804, 805, 806, 807, 1202 & 1204 B) With natural gravel II) PCC M-15 i) Nominal Mix 1:2.5:5
Providing Plain / RCC in Sub-Structure etc. complete as per drawing & technical specification clauses 802, 804, 805, 806, 807, 1202 & 1204 B) With natural gravel I) PCC M-15 i) Nominal mix 1:2.5:5
Providing and laying reinforced cement concrete pipe 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. 600 mm dia
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per Technical Specification.
Rubble masonary retaining wall 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. In Ordinary soil (i) Upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B. With natural gravel I. PCC Grade M10 Nominal mix 1:3:6 ( Hand Mixing)
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III Random rubble masonry In 1:3 cement mortar
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III Random rubble masonry In 1:4 cement mortar
Plastering with cement mortar (1:4), 15 mm thick on stone masonry in substructure as per technical specification Clauses 613.4 & 1204
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm 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
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
PADMAVATI CONSTRUCTION
R K ASSOCIATE
JUNEL HUSSAIN
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