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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹42.2 LAdmitted-Finance | +0.00% | ₹42.2 L | L1 | Admitted-Finance |
| 2 | L1₹42.2 LAdmitted-Finance | +0.00% | ₹42.2 L | L1 | Admitted-Finance |
| 3 | L1₹42.2 LAdmitted-Finance | +0.00% | ₹42.2 L | L1 | Admitted-Finance |
| 4 | L1₹42.2 LAdmitted-Finance NOT AVAILABLE | NA | NA | 121004 | +0.00% | ₹42.2 L | L1 | Admitted-Finance |
| 5 | L1₹42.2 LAdmitted-Finance | +0.00% | ₹42.2 L | L1 | Admitted-Finance |
Tender Value
₹42.2 L
EMD Value
₹42,157
Closing Date
5 Mar 2026, 5:00 pmClosed
COMMISSIONER, SMC
commissioner, Dy. commissioner, EE, HO, AO, Asst Commissioner, EO, SR. SE
Rejuvenation of Themra near Mandir, Gudhali Bandh, ward no-39 under SMC Sambalpur.
2026_ORULB_125862_5
33/SMC_SBP/2025-26
National Competitive Bid
Civil Works - Others
90 days
SAMBALPUR MUNICIPAL CORPORATION
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
₹42,157
Yes
24 Mar 2026
13 Feb 2026
6 Mar 2026
13 Feb 2026
5 Mar 2026
13 Feb 2026
De-Watering:-Suplying all materials, labours, T&P, 5.00 HP Diesel Pump set with POL, Pump Operator etc. and De-watering the clear water/muddy water etc. all complete as per the required specification and direction of Engineer in charge
Earth work in all kind of soilfor making trench to lay hhume pipeconduitwithin 50 mtr initial lead and 1.5 mtr
earht work excavation of foundation in hard soil with initial lead
filling in foundation and plinth with sand including quarring, collecting,conveying supplying and watering
earht work excavation of foundation in hard soil with initial lead
conveyance of earth loading and carriege earth from site within 5 km
Supplying all materials labour T&P, Watering earthwork upto OMC condition and compaction by Mechanical means in layars not exceeding 22.5Cm to 95% dray density including hire and running charges of all the Machineries complete as per the direction of EIC (AoR-2006, Page no-12, item No.2)
path way Earthwork in excavation of foundation in Ordinary soil for foundation trenches to a depth of 300mm including levelling the bed and depositing excavated earth away from site with in 50m initial lead , 1.50m initial lift. Complete as per direction of E-I-C
Supplying ,Filling of sand in foundation and plinth base of road surface including cost of material with taxes , watering, ramming and labour required for the work etc.Complete as per direction of E-I-C.
Bathing or ritual ghat P.C.C. work in (1:4:8) with 4cm size BHG CB metal including cost of all material with taxes , watering, curing ,labour required for the work etc. Complete as per direction of E-I-C.
P.C.C. work in (1:2:4) with 12mm size crusher brocken h.g. chips mixing with concrete mixture laying , compacting including cost of all material with taxes , watering, curing labour required for the work etc but excluding centring, shuttering . Complete as per direction of E-I-C.
RCC M-20 grade using 20mm and down graded sizechips including cost conveyance etc.
supplying fitting fixing HYSD bar reinforcement complete as per drawing
Providing and laying C.C M40 grade mix , heavy duty ,factory made hydrulically pressed and mechanically compacted pre cast interlocking tuff stone brand different coloured paver blocks 60 mm thick coral shaped preparation of sub base with 50mm sand and levelling and laying of interlocking paver block with sand binding and final compacting with plate vibrator finishing the surface including cutting of blocking at the edges with all labour, material with taxes. Complete as per direction of E-I-C
Supplying and fixing of pre cast kerb stone of size 300mm x 300mm x150mm of M30 grade of approved make, design ,colour and size made by Block making machine with proper compaction fixed in required pattern etc. complete in all respect conforming to IS 5758:1984.Complete as per direction of E-I-C
Providing and Laying (to level or slopes) and jointing with rubber rings pre-cast reinforced socket and spigot concrete pipes Class NP-3 of the following diameters conforming to IS:458 - 2003 suitable for rubber ring roll on joint of the following internal diameter as per specification complete. (Earthwork in trenches to be measured and paid for separately) as per the specification and direction of the Engineer-in -charge.
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