Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 CrAdmitted-Finance | ₹4.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.7 Cr+₹23.2 L (5.18%)Admitted-Finance | ₹4.7 Cr+₹23.2 L (5.18%) | L2 | Admitted-Finance |
| 3 | L3₹5.1 Cr+₹60.8 L (13.6%)Admitted-Finance | ₹5.1 Cr+₹60.8 L (13.6%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S B. L. AGARWALA L2 | Sri Jyoti Prakash Borah L1 | M/s B.K. Mozika L3 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing of Road land including up rooting rank vegetation grass, bush, shrubs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal & disposal of top organic soil not exceeding 150mm in thickness as per Technical Specifications Clause 201. (I) By Manual Means- (a) In area of non thormy jungle | 2.01 | hectare | 50,000 ₹1,00,500 | 43,400.18 ₹87,234.36 Lowest | 60,000 ₹1,20,600 |
| 2.00 | Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5. (a) Private land | 14,407.24 | cum | 100 ₹14,40,724 Lowest | 234 ₹33,71,294.16 | 120 ₹17,28,868.8 |
| 3.00 | Construction of sub-grade and earthen shoulders
Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of Table 300.2 with lead upto 1000m as per technical specification clause 303.1. (a) Private land | 4,331.17 | cum | 100 ₹4,33,117 Lowest | 292 ₹12,64,701.64 | 120 ₹5,19,740.4 |
| 4.00 | Construction of Granular sub-base (A) By mix in Place Method,
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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (II) For Grading Material (Gr - II ) | 3,021.75 | cum | 3,500 ₹1,05,76,125 | 3,340 ₹1,00,92,645 Lowest | 3,500 ₹1,05,76,125 |
| 5.00 | Water Bound Mecadam
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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. Using Stone Screening: 3) Grading-III (A) By manual means | 1,586.42 | cum | 5,200 ₹82,49,384 | 4,660 ₹73,92,717.2 Lowest | 5,800 ₹92,01,236 |
| 6.00 | Inter locking concrete Block pavement (i) Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including Edge block/ Edge restraints | 21,152.25 | sqm | 1,125 ₹2,37,96,281.25 | 934 ₹1,97,56,201.5 Lowest | 1,240 ₹2,62,28,790 |
| 7.00 | Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.(A) By Manual means | 8,058 | Rm | 5 ₹40,290 Lowest | 59.5 ₹4,79,451 | 8 ₹64,464 |
| 8.00 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter. | 46.86 | cum | 100 ₹4,686 Lowest | 115 ₹5,388.9 | 120 ₹5,623.2 |
| 9.00 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 1.94 | cum | 6,000 ₹11,640 | 5,305 ₹10,291.7 Lowest | 6,200 ₹12,028 |
| 10.00 | 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 | 3.55 | cum | 1,000 ₹3,550 | 1,400 ₹4,970 | 500 ₹1,775 Lowest |
Tender Value
Refer Docs
EMD Value
₹9.9 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_100 Construction of Charigaon Neemati Circular road from NH-37 to Neemati via Madhya Pub Bamun Gaon, Maluani, Baghmora, Nazirachuk, Tanti Chuk, Pohusora, Bor Ali by providing ICBP under SOPD-G for the year 2020-21, Jorhat LAC
2021_PWD_20217_56
CE/DEV/TB/93/2020-21/33
Open Tender
Civil Works
Item Rate
270 days
Jorhat
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered Officer,ASRB
₹9.9 L
Yes
Chief Engineer, PWD, Roads, Assam, Chandmari, Ghy
17 Feb 2021
20 Jan 2021
1 Feb 2021
20 Jan 2021
1 Feb 2021
22 Jan 2021
20 Jan 2021 - 1 Feb 2021
21 Jan 2021
Amount
Clearing and grubbing of Road land including up rooting rank vegetation grass, bush, shrubs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal & disposal of top organic soil not exceeding 150mm in thickness as per Technical Specifications Clause 201. (I) By Manual Means- (a) In area of non thormy jungle
Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5. (a) Private land
Construction of sub-grade and earthen shoulders Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of Table 300.2 with lead upto 1000m as per technical specification clause 303.1. (a) Private land
Construction of Granular sub-base (A) By mix in Place Method, 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (II) For Grading Material (Gr - II )
Water Bound Mecadam 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. Using Stone Screening: 3) Grading-III (A) By manual means
Inter locking concrete Block pavement (i) Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including Edge block/ Edge restraints
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.(A) By Manual means
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter.
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
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 and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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. (B)1000 mm dia
Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 Brick Masonry in 1:4 cement mortar
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
Plastering with cement mortar (1:4) on brick work in sub structure as per technical specification
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter.
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
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 and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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. (B)600 mm dia
Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 Brick Masonry in 1:4 cement mortar
Earth work in Cushioning
Plastering with cement mortar (1:4) on brick work in sub structure as per technical specification
Earth work 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
Laying ( First Class) bedding on well compacted sand, mooram as per clause 1105 (ii) Grannular material
Providing and laying RCC. Pipe NP-3 for culvert on first class bedding of grannular materials in single rows ( c ) 600mm Dia. NP-3
Earth work in Cushioning
Tree Plantation 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.
Utility Shifting ( Electric Pole & Water Pipes) as per the direction of Executive Engineer in consultation with the concerned department
M/S B. L. AGARWALA
M/s B.K. Mozika
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 .