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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Fullfill All Other Qualification criteria |
| 2 | Accepted-Technical | Accepted-Technical Fullfill All Other Qualification criteria |
| 3 | Accepted-Technical | Accepted-Technical Fullfill All Other Qualification criteria |
| 4 | Accepted-Technical | Accepted-Technical Fullfill All Other Qualification criteria |
| 5 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹38.6 L
EMD Value
₹77,140
Closing Date
25 Dec 2025, 6:00 pmClosed
EO NP Chhotisadri
Office of the EO NP Chhotisadri
08- Sai ki Bui se Shamshan road tak nala nirman karya NP Chhotisadri.
2025_DLB_521226_8
NIT No 10/2025-26 NP CHHOTISADRI
Open Tender
Civil Works
Percentage
CHHOTISADRI
As per given in NIT and Conditions
3 documents required · 3 mandatory
₹500
As per NIT and Conditions
₹77,140
Yes
2 Jan 2026
18 Dec 2025
26 Dec 2025
18 Dec 2025
25 Dec 2025
18 Dec 2025
(BASED ON RATE ANALYSIS ISOR 2023)
Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grade ron prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading III Material
Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m
Carriage of Materials by mechanical transport including loading, unloading and stacking ::Earth upto 3 km.
Providing and laying lean cement concrete 1:4:8 in 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 concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete.
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars.
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