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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.8 CrAdmitted-Finance | ₹38.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹38.9 CrAdmitted-Finance | ₹38.9 Cr | L2 | Admitted-Finance |
| 3 | L3₹40.3 CrAdmitted-Finance | ₹40.3 Cr | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | B.M.Enterprises L1 | M/s. RTT Enterprise L2 | E and K Enterprises L3 |
|---|---|---|---|---|---|---|
| 1.00SH: Re-alignment (8.00KM) | ||||||
| 2.00 | Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) | 76,352.8 | Cum | - | - | - |
| 3.00 | Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) | 55,289.96 | Cum | - | - | - |
| 4.00SH: Geometric Improvement & extra widening (4.00KM) | ||||||
| 5.00 | Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) | 8,700.3 | Cum | - | - | - |
| 6.00 | Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) | 13,050.45 | Cum | - | - | - |
| 7.00SH: Pavement works | ||||||
| 8.00GSB ( 41.972KM) | ||||||
| 9.00By Mix in Place Method | ||||||
| 10.00 | Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401. | 22,625.43 | Cum | - | - | - |
Tender Value
₹39.5 Cr
EMD Value
₹50 L
Closing Date
28 Sept 2020, 12:30 pmClosed
Executive Engineer
Tali Division Camp Ziro
Improvement and upgradation of road from Yangte to Tali ADC HQ upto kumey bridge point 42.00Km
2020_PWDAP_342_1
TD/W-12/RIDF/ 2020-21/01
Open Tender
Civil Works
1095 days
Tali
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
Yes
EE PWD Tali Division camp ziro
₹50 L
Yes
28 Sept 2020
14 Sept 2020
28 Sept 2020
14 Sept 2020
28 Sept 2020
14 Sept 2020
Amount
SH: Re-alignment (8.00KM)
Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.)
SH: Geometric Improvement & extra widening (4.00KM)
Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.)
SH: Pavement works
GSB ( 41.972KM)
By Mix in Place Method
Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.
WBM-II( 41.972 KM)
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 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- II (Using Screening Crushable type such as Moorum or Gravel)
Using Screening Type-B (11.2mm Agg.)
WBM-III( 41.972 KM)
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 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- III (Using Screening Crushable type such as Moorum or Gravel)
Using Screening Type-B (11.2mm Agg.)
DBM & BC ( 50mm & 30mm thick)
Dense Graded Bituminous Macadam
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.
ii) For GradingII(19 mm nominal size)
Cross Drainage:-
RCC Slab Culvert 1.00 Mtr Span 1.50 Mtr Height (16 Nos)
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, dressing of sides and bottom and backfilling with approved material.), Ordinary soil, Manual Means, upto 3 m depth
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.)
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Coursed rubble masonry (first sort )
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
PCC Grade M20
Height upto 5m
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
RCC Grade M20
Using Concrete Mixer
For solid slab super-structure, 20-30% of (a+b+c)
Height upto 5m
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
a) Granular material
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
RCC Slab Culvert 2.00 Mtr Span 2.00 Mtr Height ( 6 Nos.)
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, dressing of sides and bottom and backfilling with approved material.), Ordinary soil, Manual Means, upto 3 m depth
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.)
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Coursed rubble masonry (first sort )
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
PCC Grade M20
Height upto 5m
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
RCC Grade M20
Using Concrete Mixer
For solid slab super-structure, 20-30% of (a+b+c)
Height upto 5m
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
a) Granular material
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
Protection Works
Retaining Wall (250.00 M)
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, dressing of sides and bottom and backfilling with approved material.), Ordinary soil, Manual Means, upto 3 m depth
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.)
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
Random Rubble Masonry
Dry rubble Flooring
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification , Granular Material.
Breast Wall (150.00M)
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, dressing of sides and bottom and backfilling with approved material.), Ordinary soil, Manual Means, upto 3 m depth
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.)
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
Random Rubble Masonry
Dry rubble Flooring
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Granular Material
CC Side Drain( 18.00KM)
Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.
Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring an shuttering in:a) Foundations and plinth
Centering and shuttering including strutting , propping etc, and removal of form work for :- b) Walls including attached buttresses, pilasters etc.
12 mm Cement plaster in CM 1:4 (1 Cement : 4 Sand)
Neat Cement Punning
M/s. RTT Enterprise
E and K Enterprises
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