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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.0 CrAccepted-AOC | ₹18.0 Cr | L1 | Accepted-AOC Being L1 Bidder |
| 2 | L2₹18.0 CrRejected-Finance | ₹18.0 Cr | L2 | Rejected-Finance Being L2 Bidder |
Tender Value
Refer Docs
EMD Value
₹18.0 L
Closing Date
21 Mar 2025, 10:00 amClosed
Executive Engineer, Aalo Division, PWD, AP
Executive Engineer, Aalo Division, PWD, AP, At/PO- Aalo, West Siang (AP) PIN-
Road work
2025_PWDAP_2299_1
AD/W/CMCSRDP-II/01/2024-25/04
Open Tender
Civil Works
Aalo
As mentioned in Tender Document
7 documents required · 7 mandatory
₹10,000
EE PWD Aalo
₹18.0 L
1 Apr 2025
14 Mar 2025
21 Mar 2025
14 Mar 2025
21 Mar 2025
15 Mar 2025
Amount
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 )
Embankment
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
Sub-Grade
Preparation of sub grade (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.
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
CC Pavement
Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant or transit mixture plant transported to site, laid on prepared sub-grade, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant or transit mixer as per approved mix design, transported to site, laid on a prepared subgrade with a fixed form or slip form paver, spread, compacted with vibrators and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing.
Centring and shuttering including strutting proping etc. and removal of form work for: (a) Foundations and plinth.
RCC Slab Culvert 1 M Span (New)
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, CRM
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.
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. PCC Grade M20
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification.RCC Grade M20, Using Concrete Mixer
a) 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.
RCC Retaining wall 2/3/5 M Height
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 & backfilling with approved materials).Ordinary soil, Manual Means (Depth upto 3 m)
Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. a) Foundations and plinth
Reinforced cement concrete in retaining wall (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets etc from top of foundation up to floor two level excluding cost of centring,shuttering and reinforcement in :M20 (1 cement : 1.5 Coarse Sand : 3 stone aggregate 20 mm nominal size)
a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
Centring and shuttering including strutting, propping etc and removal of form work for :b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc
12 mm cement plaster 1 : 3 (1 cement : 3 fine sand).
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. Granular material
Providing weep holes in RCC 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.
RRM Wall
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 & backfilling with approved materials).Ordinary soil. Manual Means (Depth upto 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.) a) Foundations and plinth
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. Coursed rubble masonry
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. Granular material
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
Providing weep holes in stone masonry 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 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 & backfilling with approved materials). Ordinary soil. Manual Means (Depth upto 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.) a) Foundations and plinth
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M20
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications.
12 mm cement plaster 1 : 3 (1 cement : 3 fine sand).
CC 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) Ordinary soil. Manual Means (Depth upto 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.) a) Foundations and plinth
Centring and shuttering including strutting proping etc. and removal of form work for: a) Foundations and plinth.
Cement plaster 12mm in cement mortar 1:3.
Cartage
Loading and Unloading of cement, steel
Loading and Unloading of sand, Aggregate, boulders
Cost of Haulage excluding loading & unloading
Katch road
surface road
M/s Marpi Wire Product (BID ID -6813)
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