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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹98.4 LAdmitted-Finance | ₹98.4 L | L1 | Admitted-Finance |
| 2 | L2₹98.5 LAdmitted-Finance | ₹98.5 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Takar Enterprise L1 | Bagbi Enterprises L2 |
|---|---|---|---|---|---|
| 1.00SH:GSB | |||||
| 1.01 | Preparation of sub-grade by excavating earth to an average depth of 22.50cm,dressing to camber and consolidating with road roller,making good the undulations etc | 330 | Sqm | 140 ₹46,200 | 140 ₹46,200 |
| 1.02 | 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 | 330 | Sqm | 10 ₹3,300 | 10 ₹3,300 |
| 1.03 | Granular Sub-Base with coarse Graded Materials ( Table:-400-2 ) ( Construction of Granular sub-base by providing coarse graded materials, spreading in uniform layers with motor gaders 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)For Gradin -I materials | 135 | Cum | 5,000 ₹6.8 L | 5,000 ₹6.8 L |
| 2.00SH:CC Pavement | |||||
| 2.01 | 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.) | 108 | Cum | 10,235 ₹11.1 L | 10,235 ₹11.1 L |
| 2.02 | 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 | 54 | Cum | 14,900 ₹8.0 L | 14,900 ₹8.0 L |
| 3.00(SH:RCC Retaining Wall) | |||||
| 3.01Excavation 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.)Ordinary soil | |||||
| 3.02 | (A)Manual Means(i)upto 3 m depth | 503.84 | Cum | 260 ₹1.3 L | 260 ₹1.3 L |
Tender Value
Refer Docs
EMD Value
₹98,550
Closing Date
23 Mar 2026, 12:00 pmClosed
Executive Engineer
O/o EE PWD Daporijo Division
Construction of road
2026_PWDAP_3109_1
DD/NIT/RE/2025-26/30
Open Tender
Civil Works – Roads
365 days
Daporijo
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
EE PWD Daporijo Division
₹98,550
Daporijo
23 Mar 2026
16 Mar 2026
23 Mar 2026
16 Mar 2026
23 Mar 2026
16 Mar 2026
21 Mar 2026
SH:GSB
Preparation of sub-grade by excavating earth to an average depth of 22.50cm,dressing to camber and consolidating with road roller,making good the undulations etc
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
Granular Sub-Base with coarse Graded Materials ( Table:-400-2 ) ( Construction of Granular sub-base by providing coarse graded materials, spreading in uniform layers with motor gaders 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)For Gradin -I materials
SH: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, 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:RCC Retaining 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 and backfilling with approved material.)Ordinary soil
(A)Manual Means(i)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 open foundation complete as per drawing and technical specifications.a)RCC Grade M20
Centring and shuttering including strutting proping etc. and removal of form work for:b) Walls including attached buttresses, pilasters etc.
Supplying, fitting and placing HYSD bar reinforcement in sub-structure 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
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a)Granular material
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