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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹78.1 LAdmitted-Finance | ₹78.1 L | L1 | Admitted-Finance |
| 2 | L2₹78.8 LAdmitted-Finance | ₹78.8 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s J J Enterprise L2 | M/s Soki Enterprises L1 |
|---|---|---|---|---|---|
| 1.00(SH : Earth Cutting) | |||||
| 1.01 | 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) | 13,042.05 | Cum | 260 ₹33.9 L | 260 ₹33.9 L |
| 1.02 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavationin 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 ) | 2,484.2 | Cum | 375 ₹9.3 L | 375 ₹9.3 L |
| 2.00(SH:CC Pavement) | |||||
| 2.01 | 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.) | 400 | Sqm | 140 ₹56,000 | 140 ₹56,000 |
| 2.02 | 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. | 400 | Sqm | 6.5 ₹2,600 | 6.5 ₹2,600 |
| 2.03 | Granular with coarse Graded material (Table:- 400-2) (Construction of granular sub-base by providing coarse graded materials, spreading in unidform layers with motor grader on prepared surface, mixing by mix in place method wth rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per 401) For grading-I materials | 160 | Cum | 4,900 ₹7.8 L | 4,500 ₹7.2 L |
| 3.00 | Rolled Cement Concrete Base (Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum, aggregate cement ratio15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing.) | 80 | Cum | 9,200 ₹7.4 L | 9,100 ₹7.3 L |
| 3.01 | 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.) | 80 | Cum | 8,235 ₹6.6 L | 8,235 ₹6.6 L |
| 3.02 | 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 | 80 | Cum | 13,472 ₹10.8 L | 13,472 ₹10.8 L |
Tender Value
Refer Docs
EMD Value
₹78,880
Closing Date
23 Mar 2026, 12:00 pmClosed
Executive Engineer
O/o EE PWD Daporijo
C/o Helipad Pavement
2026_PWDAP_3106_1
DD/NIT/SIDF/2025-26/26
Open Tender
Civil Works
365 days
Chetam
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
EE PWD Daporijo Division
₹78,880
Daporijo
23 Mar 2026
16 Mar 2026
23 Mar 2026
16 Mar 2026
23 Mar 2026
16 Mar 2026
21 Mar 2026
(SH : Earth 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. (Excavationin 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:CC Pavement)
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 with coarse Graded material (Table:- 400-2) (Construction of granular sub-base by providing coarse graded materials, spreading in unidform layers with motor grader on prepared surface, mixing by mix in place method wth rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per 401) For grading-I materials
Rolled Cement Concrete Base (Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum, aggregate cement ratio15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing.)
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
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