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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 CrAccepted-AOC | ₹7.6 Cr | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹7.6 Cr+₹6,028 (<0.01%)Rejected-Finance | ₹7.6 Cr+₹6,028 (<0.01%) | L2 | Rejected-Finance Second Lowest Bidder |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-EMD Not Submitted |
| Sl No | Description | Qty | Unit | ms t t construction L2 | Ms AKIN ENTERPRISE L1 |
|---|---|---|---|---|---|
| 1.00SH:- Earthwork | |||||
| 2.00 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade 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) | 13,966.22 | Cum | 550 ₹76,81,421 Lowest | 550 ₹76,81,421 Lowest |
| 3.00SH:-C.C. Pavement. Carriage way 3.75 mtr | |||||
| 4.00 | 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) Case -I :-19 mm nominal chipping size | 1,758.75 | Sqm. | 450 ₹7,91,437.5 Lowest | 450 ₹7,91,437.5 Lowest |
| 5.00 | 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. | 158.29 | Cum. | 2,200 ₹3,48,232.5 Lowest | 2,200 ₹3,48,232.5 Lowest |
| 6.00 | 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.) | 114.75 | Cum. | 3,500 ₹4,01,625 Lowest | 3,500 ₹4,01,625 Lowest |
| 7.00 | 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 ). | 348.23 | Cum. | 15,000 ₹52,23,450 Lowest | 15,000 ₹52,23,450 Lowest |
| 8.00SH:-C.C. Pavement. Carriage way 5.50 mtr | |||||
| 9.00 | 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) | 4,851 | Sqm. | 450 ₹21,82,950 Lowest | 450 ₹21,82,950 Lowest |
| 10.00 | 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. | 450.45 | Cum. | 2,000 ₹9,00,900 Lowest | 2,000 ₹9,00,900 Lowest |
Tender Value
Refer Docs
EMD Value
₹7.6 L
Closing Date
24 Apr 2025, 4:00 pmClosed
EE, Doimukh Division, APPWD, Doimukh
O/o EE, Doimukh Division, APPWD, Doimukh
C/o C C Pavement Road from PMGSY Kolma to Dikrong Over Bridge Point at Doimukh, Papum Pare District.
2025_PWDAP_2493_1
DD/2025-26/02
Open Tender
Civil Works
Item Rate
730 days
Doimukh
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
EE PWD Doimukh
₹7.6 L
10 Apr 2026
10 Apr 2025
26 Apr 2025
10 Apr 2025
24 Apr 2025
10 Apr 2025
Amount
SH:- Earthwork
Construction of Subgrade and Earthen Shoulders (Construction of subgrade 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)
SH:-C.C. Pavement. Carriage way 3.75 mtr
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) Case -I :-19 mm nominal chipping size
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. Pavement. Carriage way 5.50 mtr
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:- R.C.C. Drain 0.90 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(without de-watering)
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
RCC Grade M20
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
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 M20
Case I-Using concrete mixer
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
SH:- River Training & Protection work
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 a
Ordinary soil
Manual Means
upto 3 m depth
Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone bould
ms t t construction (BID ID -7371)
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