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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹8.1 CrAccepted-Finance AT PO BELPAHAR DIST JHARSUGUDA ODISHA 768217 | JHARSUGUDA | ODISHA | 768217 | ₹8.1 Cr | L-1 | Accepted-Finance Lowest bidder |
| 2 | L-2₹8.1 Cr+₹4.1 L (0.50%)Rejected-Finance | ₹8.1 Cr+₹4.1 L (0.50%) | L-2 | Rejected-Finance Higher bidder |
| 3 | L-3₹8.7 Cr+₹56.2 L (6.94%)Rejected-Finance | ₹8.7 Cr+₹56.2 L (6.94%) | L-3 | Rejected-Finance Higher bidder |
| 4 | L-4₹9.3 Cr+₹1.2 Cr (14.7%)Rejected-Finance | ₹9.3 Cr+₹1.2 Cr (14.7%) | L-4 | Rejected-Finance Higher bidder |
| 5 | L-5₹9.6 Cr+₹1.6 Cr (19.2%)Rejected-Finance | ₹9.6 Cr+₹1.6 Cr (19.2%) | L-5 | Rejected-Finance Higher bidder |
| Sl No | Description | Qty | Unit | SUDHIR KUMAR SINGH L8 | M/s. R.S. AGRAWAL L6 | ARUN KUMAR L7 | AZORES INFRA STRUCTURE PVT LTD L3 | M/s Dhananjay Yadav L2 | VISIONARY Knowledge and Management Services Private Limited L4 | MAYANK BUILDCON L5 | SHREE BALAJI ENGICONS LIMITED L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00EARTH WORK | |||||||||||
| 2.00 | Earth Work in excavation in Foundation Trenches in Ordinary soil (vide classification of soil item -B) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I | 1,537.53 | Cum | 150.61 ₹2,31,560.38 | 151.06 ₹2,32,260.67 | 155.62 ₹2,39,270.42 | 151.82 ₹2,33,427.8 | 127 ₹1,95,262.36 | 145.06 ₹2,23,035.49 | 150.61 ₹2,31,560.38 | 126.36 ₹1,94,282.29 Lowest |
| 3.00 | Extra for earth work in hard soil as per specification & direction of engineer in charge (Vide classification of soil item B) | 769.09 | Cum | 15.39 ₹11,833.16 | 15.43 ₹11,868.94 | 15.9 ₹12,228.53 | 15.51 ₹11,928.59 | 12.97 ₹9,978.26 | 15.43 ₹11,868.94 | 15.39 ₹11,833.16 | 12.91 ₹9,928.95 Lowest |
| 4.00 | Earth filling in foundation trenches and plinth in layer not exceeding 150 mm thick wall watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trencheed with a lead of 50mm and lift of 1.5 m all complete as per building specification and direction of E/I ( mode of measurement compacted volume ) | 1,618.26 | Cum | 54.84 ₹88,741.75 | 55 ₹89,010.13 | 56.66 ₹91,690.61 | 55.28 ₹89,457.41 | 46.24 ₹74,831.13 | 55 ₹89,010.13 | 54.84 ₹88,741.75 | 46.01 ₹74,456.14 Lowest |
| 5.00 | Providing coarse clean sand in filling in foundation trenches or plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts includng cost of all materials, Labour, rotalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume). | 95.66 | Cum | 584.79 ₹55,941.39 | 586.56 ₹56,110.56 | 604.25 ₹57,802.56 | 589.51 ₹56,392.53 | 493.13 ₹47,172.35 | 586.56 ₹56,110.56 | 584.79 ₹55,941.39 | 490.65 ₹46,935.58 Lowest |
| 6.00 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock | 644.73 | Cum | 512.39 ₹3,30,355.15 | 513.94 ₹3,31,354.21 | 529.44 ₹3,41,345.85 | 516.53 ₹3,33,022.39 | 432.07 ₹2,78,570.65 | 513.94 ₹3,31,354.21 | 512.39 ₹3,30,355.15 | 429.9 ₹2,77,169.43 Lowest |
| 7.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil 1.5 to 3.0 | 307.02 | Cum | 102.65 ₹31,515.17 | 102.96 ₹31,610.48 | 106.06 ₹32,562.54 | 103.48 ₹31,770.43 | 86.56 ₹26,575.04 | 102.96 ₹31,610.48 | 102.65 ₹31,515.17 | 86.12 ₹26,440.56 Lowest |
| 8.00 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling and plugging 12 mm diameter holes with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing floor. With Chlorpyriphos EC 20% with 1% concentration | 621.5 | Sqm | 251 ₹1,55,993.56 | 251.75 ₹1,56,465.31 | 259.34 ₹1,61,179.81 | 253.02 ₹1,57,251.93 | 211.65 ₹1,31,540.94 | 251.75 ₹1,56,465.31 | 251 ₹1,55,993.56 | 210.59 ₹1,30,881.69 Lowest |
| 9.00 | Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | 345.28 | Letter | 190.04 ₹65,616.16 | 190.61 ₹65,814.6 | 196.36 ₹67,799.18 | 191.57 ₹66,145.29 | 160.25 ₹55,330.56 | 190.61 ₹65,814.6 | 190.04 ₹65,616.16 | 159.44 ₹55,051.44 Lowest |
| 10.00 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | 654.27 | Sqm | 327.7 ₹2,14,402.5 | 328.69 ₹2,15,050.89 | 538.6 ₹3,52,389.82 | 330.34 ₹2,16,131.55 | 276.33 ₹1,80,794.04 | 320.69 ₹2,09,816.73 | 327.7 ₹2,14,402.5 | 274.94 ₹1,79,884.99 Lowest |
Tender Value
Refer Docs
EMD Value
₹9.7 L
Closing Date
21 Apr 2026, 4:00 pmClosed
Chief Engineer, JIIDCO
5th floor, Udyog Bhawan, Ratu Road, Ranchi
Construction of Flated Factory Complex Adityapur Industrial Area Phase 7 in Adityapur Jamshedpur Jharkhand
2026_JIIDC_112636_1
JIIDCO/32/SBD/2025-2026 (Sl.no.01)
Open Tender
Civil Works
Item Rate
Jamshedpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹11,800
₹9.7 L
27 May 2026
9 Apr 2026
22 Apr 2026
9 Apr 2026
21 Apr 2026
9 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | EARTH WORK | - | - | - | - |
| 2 | Earth Work in excavation in Foundation Trenches in Ordinary soil (vide classification of soil item -B) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I | - | Cum | - | - |
| 3 | Extra for earth work in hard soil as per specification & direction of engineer in charge (Vide classification of soil item B) | - | Cum | - | - |
| 4 | Earth filling in foundation trenches and plinth in layer not exceeding 150 mm thick wall watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trencheed with a lead of 50mm and lift of 1.5 m all complete as per building specification and direction of E/I ( mode of measurement compacted volume ) | - | Cum | - | - |
| 5 | Providing coarse clean sand in filling in foundation trenches or plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts includng cost of all materials, Labour, rotalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume). | - | Cum | - | - |
| 6 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock | - | Cum | - | - |
| 7 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil 1.5 to 3.0 | - | Cum | - | - |
| 8 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling and plugging 12 mm diameter holes with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing floor. With Chlorpyriphos EC 20% with 1% concentration | - | Sqm | - | - |
| 9 | Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | - | Letter | - | - |
| 10 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | - | Sqm | - | - |
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