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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹2.0 Cr+₹13,027 (0.07%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹2.0 Cr+₹28,775 (0.15%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | teshi tutu L3 | nibia naga L1 | MS TANA AKIN TARA L2 |
|---|---|---|---|---|---|---|
| 1.00SH:- C. C. Pavement, Carriage way 3.75mtr | ||||||
| 1.02 | Embankment Construction with Material Obtained from Borrow Pits (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). | 1,081.03 | Cum. | 231 ₹2,49,717.93 Lowest | 231 ₹2,49,717.93 Lowest | 231 ₹2,49,717.93 Lowest |
| 1.04 | Surface Dressing (Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller) | 6,082.96 | Sqm. | 139 ₹8,45,531.44 Lowest | 139 ₹8,45,531.44 Lowest | 139 ₹8,45,531.44 Lowest |
| 1.06Granular Sub-base with Close Graded Material (Table:- 400-1) . Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ). | ||||||
| 1.08 | For grading- I Material. | 1,399.08 | Cum. | 1,688 ₹23,61,647.04 Lowest | 1,688 ₹23,61,647.04 Lowest | 1,688 ₹23,61,647.04 Lowest |
| 1.10 | 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, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) | 489.6 | Cum. | 6,720 ₹32,90,112 Lowest | 6,720 ₹32,90,112 Lowest | 6,720 ₹32,90,112 Lowest |
| 1.12 | Cement Concrete Pavement (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 as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted 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 ). | 734.41 | Cum. | 9,660 ₹70,94,400.6 Lowest | 9,660 ₹70,94,400.6 Lowest | 9,660 ₹70,94,400.6 Lowest |
| 2.00SH:- C.C. Drain 0.60 mtr. Wide | ||||||
| 2.01Excavation 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.) | ||||||
| 2.02Ordinary soil | ||||||
Tender Value
Refer Docs
EMD Value
₹2.0 L
Closing Date
27 Feb 2024, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE, Doimukh Division, PWD, AP, Doimukh
O/o EE, Doimukh Division, PWD, AP, Doimukh
Construction of C. C. Pavement road at Village Emchi, Doimukh.
2024_PWDAP_1694_1
DD/2023-24/08
Open Tender
Civil Works
Item Rate
365 days
Doimukh
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
EE PWD Doimukh
₹2.0 L
28 Oct 2026
21 Feb 2024
28 Feb 2024
21 Feb 2024
27 Feb 2024
21 Feb 2024
Amount
SH:- C. C. Pavement, Carriage way 3.75mtr
Embankment Construction with Material Obtained from Borrow Pits (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).
Surface Dressing (Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller)
Granular Sub-base with Close Graded Material (Table:- 400-1) . Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ).
For grading- I Material.
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, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
Cement Concrete Pavement (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 as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted 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 ).
SH:- C.C. Drain 0.60 mtr. Wide
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
Providing and laying boulders Solling for bed for protection against scour with stone boulders weighing not less than 05kg each complete as per drawing and Technical specification.
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 open foundation complete as per drawing and technical specifications
PCC Grade M20.
Case I-Using concrete mixer
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
12mm Cement Plaster in CM..1:4..
Cement Neat Punning…..
SH:- R.C.C. Cover Slab
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
R.C.C. Grade M25 for base slab, wall and Retaining wall
Case I-Using concrete mixer
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
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
S:H:- R.C.C. Cross Drainage
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
Manual Means
Depth upto 3 m
Providing and laying boulders Solling for bed for protection against scour with stone boulders weighing not less than 05kg each complete as per drawing and Technical specification.
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 Open Foundation complete as per Drawing and Technical Specifications.
RCC Grade M20
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
Providing and laying filter media behind abutment and return wall, complete as per drawings and Technical Specifications Section 1200.
Providing & fixing in position HYSD (TMT) reinforcement bars in foundations complete as per drawings and Technical Specifications Section 1000.
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
MS TANA AKIN TARA
teshi tutu
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tech_eval.pdf
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finance_1832.pdf
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