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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.0 CrAdmitted-Finance | ₹22.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹24.0 CrAdmitted-Finance | ₹24.0 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s LRT CONSTRUCTION L2 | M/s Arunachal Enterprises L1 |
|---|---|---|---|---|---|
| 1.00SH : Jungle Clearance | |||||
| 1.01 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
By Manual Means
In area of thorny jungle | 4.71 | Hect. | 1,80,500 ₹8.5 L | 1,80,500 ₹8.5 L |
| 2.00SH : Formation Cutting | |||||
| 2.01 | Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres) | 96,371.98 | Cum | 470 ₹4.5 Cr | 279 ₹2.7 Cr |
| 2.02 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) | 20,880.15 | Cum | 460 ₹96.0 L | 420 ₹87.7 L |
| 2.03 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) | 1,412.52 | Cum | 580 ₹8.2 L | 540 ₹7.6 L |
| 3.00SH : GSB and Hard Shoulder | |||||
| 3.01 | Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m. | 34,618.5 | Sqm | 180 ₹62.3 L | 180 ₹62.3 L |
| 3.02 | Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade. | 34,618.5 | Sqm | 10 ₹3.5 L | 10 ₹3.5 L |
| 3.03 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (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)
(i)For grading- I Material | 7,159.2 | Cum | 1,950 ₹1.4 Cr | 1,950 ₹1.4 Cr |
Tender Value
₹20 Cr
EMD Value
₹20 L
Closing Date
27 Mar 2025, 11:00 amClosed
Executive Engineer, Mariyang Division PWD,AP.
Office of the Executive Engineer, Mariyang Division PWD, AP, Mariyang, PO/PS-Mariyang, District-Upper Siang, PIN-791002
Construction of road from BRTF road to Liging area in Komkar in Upper Siang District (Phase I)
2025_PWDAP_2285_1
07/MRGD/CRIF/2024-25
Open Tender
Civil Works – Roads
730 days
Liging area in Komkar in Upper Siang District
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
EE PWD Mariyang
₹20 L
30 May 2025
13 Mar 2025
27 Mar 2025
13 Mar 2025
27 Mar 2025
13 Mar 2025
Amount
SH : Jungle Clearance
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Manual Means In area of thorny jungle
SH : Formation Cutting
Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)
Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )
Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )
SH : GSB and Hard Shoulder
Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.
Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (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) (i)For grading- I Material
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
Add for cartage from quarry to work site (lead -25.00 Km) Boulder, sand & Shingle =
Loading and unloading of stone boulder / stone aggregates / sand /kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip) For Hill Roads
SH : WMM
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
Add for cartage from quarry to work site (lead -25.00 Km) Boulder, sand & Shingle =
Loading and unloading of stone boulder / stone aggregates / sand /kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip) For Hill Roads
SH : DGBM
Dense Graded Bituminous Macadam (Providing and laying dense 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% by weight of total mix of 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) Grading -II
Add for cartage from quarry to work site (lead -25.00 Km) Boulder, sand & Shingle =
Loading and unloading of stone boulder / stone aggregates / sand /kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip) For Hill Roads
SH : Bituminous Concrete
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of 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. 509 complete in all respects (i) for Grading-I ( 13 mm nominal size )
Add for cartage of Bitumen from Guwahati to Pasighat = Lead - 625 km
Add for cartage of Bitumen from Pasighat to site of work via boleng= Lead - 156.0 km
Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe / Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads.
Add for cartage from quarry to work site (lead -25.00 Km) Boulder, sand & Shingle =
Loading and unloading of stone boulder / stone aggregates / sand /kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip) For Hill Roads
SH : Slab Culvert 1 m span
Excavation for Structures (Earthwork 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.) I-Ordinary soil B-Mechanical Means (i) Depth up to 3 m
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 )
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20
Supplying, fitting and placing HYSD bar reinforcement in substructure 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 100mm 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
FOR PLAIN ROADS 1.4 Cost of Haulage Excluding Loading and Unloading (i) Surfaced Road Add for cartage from Guwahati to Pasighat (lead -625 Km) Steel
FOR PLAIN ROADS 1.4 Cost of Haulage Excluding Loading and Unloading (i) Surfaced Road Add for cartage from Silapathar to Pasighat (lead -104 Km) cement
FOR HILL ROADS Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking. (i) Surfaced Road Add for cartage from Pasighat to work site (lead -52.00 Km) Steel & Cement = For Hill Roads
Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe /Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads.
Add for cartage from quarry to work site (lead - 25.00 Km) Boulder, sand & Shingle .
Loading and unloading of stone boulder / stone aggregates / sand /kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip) For Hill Roads
SH : Slab Culvert 4 MTR
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 Mechanical 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.)
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M15 Height upto 5m
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. (B)Coursed rubble masonry (first sort )
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.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. Granular material
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20 Using Concrete Mixer Height upto 5m
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
FOR PLAIN ROADS 1.4 Cost of Haulage Excluding Loading and Unloading (i) Surfaced Road Add for cartage from Guwahati to Pasighat (lead -625 Km) Steel
FOR PLAIN ROADS 1.4 Cost of Haulage Excluding Loading and Unloading (i) Surfaced Road Add for cartage from Silapathar to Pasighat (lead -104 Km) cement
FOR HILL ROADS Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking. (i) Surfaced Road Add for cartage from Pasighat to work site (lead -156.00 Km) Steel & Cement = For Hill Roads
Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe /Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads.
Add for cartage from quarry to work site (lead - 25.00 Km) Boulder, sand & Shingle .
Loading and unloading of stone boulder / stone aggregates / sand /kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip) For Hill Roads
SH : Slab Culvert 6 Mtr
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 Mechanical 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.)
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M15 Height upto 5m
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. (a)Coursed rubble masonry (first sort )
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.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. Granular material
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20 Using Concrete Mixer Height upto 5m
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
FOR PLAIN ROADS 1.4 Cost of Haulage Excluding Loading and Unloading (i) Surfaced Road Add for cartage from Guwahati to Pasighat (lead -625 Km) Steel
FOR PLAIN ROADS 1.4 Cost of Haulage Excluding Loading and Unloading (i) Surfaced Road Add for cartage from Silapathar to Pasighat (lead -104 Km) cement
FOR HILL ROADS Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking. (i) Surfaced Road Add for cartage from Pasighat to work site (lead -156.00 Km) Steel & Cement = For Hill Roads
Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe /Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads.
Add for cartage from quarry to work site (lead - 25.00 Km) Boulder, sand & Shingle .
Loading and unloading of stone boulder / stone aggregates / sand /kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip) For Hill Roads
SH : Breast Wall 3.00 M Height
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 I Ordinary soil B Mechanical Means (i) upto 3 m depth (without de-watering)
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 (b) Random Rubble Masonry
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
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. A Granular material
Add for cartage Cement from Silapathar to Pasighat (lead -104 Km)
Add for cartage Cement from Pasighat to site of work via Boleng(lead -156 Km)
Loading and Unloading of Cement or Steel by Manual Means and stacking For Hill Roads
Add for cartage sand/Agg/Boulder from quarry to work site (lead 25.00 Km) Boulder, sand & Shingle
Loading and unloading of stone boulder / stone aggregates / sand /kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip) For Hill Roads
SH : Retaining Wall 4.00 M Height.
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 I Ordinary soil B Mechanical Means (i) upto 3 m depth (without de-watering)
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 (b) Random Rubble Masonry
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
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. A Granular material
Add for cartage Cement from Silapathar to Pasighat (lead -104 Km)
Add for cartage Cement from Pasighat to site of work via Boleng (lead -156 Km)
Loading and Unloading of Cement or Steel by Manual Means and stacking For Hill Roads
Add for cartage sand/Agg/Boulder from quarry to work site (lead 25.00 Km) Boulder, sand & Shingle
Loading and unloading of stone boulder / stone aggregates / sand /kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip) For Hill Roads
SH : C.C DRAIN
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) II Ordinary rock (not requiring blasting) B) Mechanical means (i) Depth upto 3 m ( without de-watering)
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.
FOR PLAIN ROADS 1.4 Cost of Haulage Excluding Loading and Unloading (i) Surfaced Road Add for cartage from Silapathar to Pasighat (lead -104 Km) cement
FOR HILL ROADS Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of materials by tipper excluding cost of loading, unloading and stacking. (i) Surfaced Road Add for cartage from Pasighat to work site via Boleng (lead -156 Km) Steel & Cement = For Hill Roads
Loading and Unloading of Cement / Steel / Structural Steel / RC Pipe /Wooden Logs / Bricks / Bitumen and Timber etc, by Manual Means and Stacking for hill roads.
(iv) Add for cartage from quarry to work site (lead - 25.00 Km) Boulder, sand & Shingle =
Loading and unloading of stone boulder / stone aggregates / sand /kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip) For Hill Roads
M/s LRT CONSTRUCTION (BID ID -7075)
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