Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 CrAdmitted-Finance | ₹4.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.7 Cr+₹82,891.80 (0.18%)Admitted-Finance | ₹4.7 Cr+₹82,891.80 (0.18%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical HOUSE NO 85 BBDC ROAD PO SILONIJAN PS BOKAJAN KARBI ANGLONG 782460 | SILONIJAN | KARBI ANGLONG | ASSAM | 782460 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Puja Construction L1 | Dulal Dutta and Sons L2 |
|---|---|---|---|---|---|
| 1.00 | Improvement of Road from Border Road at Nagakhuli to Hollowkhuwa High School
Clearing and Grubbing of road land including up rooting rank vegitation grass, bush, shrubs, sapllags and tress of girth upto 300 mm removal of stumps of trees cut earlier and diposal of unserviceable materials and staking of serviceable materials 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. | 1.66 | Hect | 50,000 ₹83,000 | 45,000 ₹74,700 Lowest |
| 2.00 | Construction of Embankment with materials obtained from borrowpits, with a lead up to 1.50m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 & 300.2 with a lead up to 1000m as per Technical SpecificationClause 301.5. A) From private land | 5,934 | Cum | 150 ₹8,90,100 Lowest | 150 ₹8,90,100 Lowest |
| 3.00 | Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts & lead transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 with a lead up to 1000m as per Technical SpecificationClause 303.1. a) From private land | 6,542.58 | Cum | 180 ₹11,77,664.4 Lowest | 180 ₹11,77,664.4 Lowest |
| 4.00 | Construction of Granular sub-base providing close 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 80 - 100 KN Static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401. (ii)For Grading II Material | 1,078.13 | Cum | 2,800 ₹30,18,764 Lowest | 3,500 ₹37,73,455 |
| 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 3 wheels steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials 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 | 646.88 | Cum | 5,000 ₹32,34,400 Lowest | 5,000 ₹32,34,400 Lowest |
| 6.00 | Providind and laying Inter Locking Block Pavement ( M40) having thickness 80mm as per technical specification clause 1504 ( inclusive of Edge restraint and carriage ) | 8,625 | Sqm | 1,200 ₹1,03,50,000 | 1,172 ₹1,01,08,500 Lowest |
| 7.00 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and
technical specification Clause 1104 includding setting out, construction of shoring and
bracing, removal of stumps and other deleterious matter, dressing of sides and bottom
and backfilling with approved material | 46.56 | Cum | 110 ₹5,121.6 Lowest | 110 ₹5,121.6 Lowest |
| 8.00 | Bedding of pipe, Type -A , CONCRETE CRADLE BEDDING ,Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 | 22.44 | Cum | 4,000 ₹89,760 Lowest | 4,000 ₹89,760 Lowest |
| 9.00 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first classbedding of granular material in single row including fixing collar with cement mortar1:2 but excluding excavation, protection works, backfilling, concrete and masonry works
in head walls and parapets Clause 1106 | 20 | Rm | 8,800 ₹1,76,000 Lowest | 8,800 ₹1,76,000 Lowest |
| 10.00 | Brick Masonry Work in cement mortar in foundation of Head walls completeexculding pointing and plastering as per drawing and technical specification Clause 1109,Brick masonry in 1:4, cement morter. | 32.78 | Cum | 7,400 ₹2,42,572 Lowest | 7,400 ₹2,42,572 Lowest |
Tender Value
Refer Docs
EMD Value
₹9.5 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_78 Improvement of road from (1) Border road at Nagakhuli to Hollowkhowa High school by providing ICBP (From Ch. 0.00 to 2300.00 m), L,2.30 km, (2) Border road to No. 1 Hollowkhuwa village (Ch. 7000.00 to 9000.00 m), L,2.00 km, (3) NH-39
2021_PWD_20217_32
CE/DEV/TB/93/2020-21/33
Open Tender
Civil Works
Item Rate
270 days
Bokajan
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered Officer,ASRB
₹9.5 L
Yes
Chief Engineer, PWD, Roads, Assam, Chandmari, Ghy
10 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
Improvement of Road from Border Road at Nagakhuli to Hollowkhuwa High School Clearing and Grubbing of road land including up rooting rank vegitation grass, bush, shrubs, sapllags and tress of girth upto 300 mm removal of stumps of trees cut earlier and diposal of unserviceable materials and staking of serviceable materials 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 materials obtained from borrowpits, with a lead up to 1.50m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 & 300.2 with a lead up to 1000m as per Technical SpecificationClause 301.5. A) From private land
Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts & lead transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 with a lead up to 1000m as per Technical SpecificationClause 303.1. a) From private land
Construction of Granular sub-base providing close 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 80 - 100 KN Static roller capacity 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 3 wheels steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials 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
Providind and laying Inter Locking Block Pavement ( M40) having thickness 80mm as per technical specification clause 1504 ( inclusive of Edge restraint and carriage )
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material
Bedding of pipe, Type -A , CONCRETE CRADLE BEDDING ,Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105
Providing and laying reinforced cement concrete pipe NP3 for culverts on first classbedding of granular material in single row including fixing collar with cement mortar1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106
Brick Masonry Work in cement mortar in foundation of Head walls completeexculding pointing and plastering as per drawing and technical specification Clause 1109,Brick masonry in 1:4, cement morter.
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
Border Road to No.-1 Hollowkhowa village Clearing and Grubbing of road land including up rooting rank vegitation grass, bush, shrubs, sapllags and tress of girth upto 300 mm removal of stumps of trees cut earlier and diposal of unserviceable materials and staking of serviceable materials 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 materials obtained from borrowpits, with a lead up to 1.50m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 & 300.2 with a lead up to 1000m as per Technical SpecificationClause 301.5.(A) From private land
Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts & lead transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 with a lead up to 1000m as per Technical SpecificationClause 303.1. a) From private land
Construction of Granular sub-base providing close 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 80 - 100 KN Static roller capacity 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 3 wheels steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials 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
Providind and laying Inter Locking Block Pavement ( M40) having thickness 80mm as per technical specification clause 1504 ( inclusive of Edge restraint and carriage )
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material
Bedding of pipe, Type -A , CONCRETE CRADLE BEDDING ,Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105
Providing and laying reinforced cement concrete pipe NP3 for culverts on first classbedding of granular material in single row including fixing collar with cement mortar1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000mm dia
Brick Masonry Work in cement mortar in foundation of Head walls completeexculding pointing and plastering as per drawing and technical specification Clause 1109,Brick masonry in 1:4, cement morter.
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
Kilometer Stone: (ii ) Ordinary Kilometer stone ( precast)….
NH-39 to West Ghariadubi W.no. 2 via Fire Brigade Loosening of the ground upto a level of 300 mm below the sub grade level, watered, graded and compacted in layer to meet requirement to table 300.1 and 300.2 for sub grade construction as per Technical Specification Clause 303.5.2
Construction of sub-grade and earthen shoulder with approved materials obtained from borrowing pits with all lifts and transporting to site , spreading, grading to required slope and compacting to meet requirement of table 300-2. ( Area as per Typical cross Section)
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 three wheel 80-10 kn static roller to achieve the desired density, complete as per technical specification cause 402.
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 8-10 tonnes in stages to proper grade and camber, applying and brooming stone screening/ binding material to fill up the interstices of coarse aggregate,watering and compacting to the reqd. density grading -2 as per technical specification cause 405. (A) By Manual Means. ,Grading- III. Using Screening Type-B (11.2mm Agg)
Providing and laying sheded interlocking concrete block pavement M40 having thickness 80 mm as per IS 1504 ( Including of edge restraint and carriage )
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing andtechnical specification Clause 1104 includding setting out, construction of shoring andbracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material
Bedding of pipe, Type -A , CONCRETE CRADLE BEDDING ,Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105
Providing and laying reinforced cement concrete pipe NP3 for culverts on first classbedding of granular material in single row including fixing collar with cement mortar1:2 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
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Dulal Dutta and Sons
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
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
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .