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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹5.4 CrAccepted-Finance 00 IBRAHIMPUR NAGWAN NAUBATPUR PATNA BIHAR 801109 | PATNA | BIHAR | 801109 | ₹5.4 Cr | L-1 | Accepted-Finance Lowest bidder |
| 2 | L-2₹5.6 Cr+₹20.4 L (3.80%)Rejected-Finance AR NEW FRIENDS COLONY GOSALA ROAD RAMGARH DISTT RAMGARH JHARKHAND POSTAL CODE 829122 | RAMGARH | RAMGARH | JHARKHAND | 829122 | ₹5.6 Cr+₹20.4 L (3.80%) | L-2 | Rejected-Finance Higher bidder |
| Sl No | Description | Qty | Unit | SHREE RAM ENTERPRISES L1 | RAJESH KUMAR SHARMA L2 |
|---|---|---|---|---|---|
| 1.00EARTH WORK | |||||
| 2.00 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. | 1,855.05 | Cum | 124.87 ₹2,31,640.09 Lowest | 135 ₹2,50,431.75 |
| 3.00 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) | 1,000.99 | Cum | 12.76 ₹12,772.63 | 11 ₹11,010.89 Lowest |
| 4.00 | Filling in foundation trenches and plenth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5M all complete as per building specification and direction of EA (Mode of | 1,502.43 | Cum | 45.47 ₹68,315.49 Lowest | 110 ₹1,65,267.3 |
| 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). | 2.43 | Cum | 484.87 ₹1,178.23 | 465 ₹1,129.95 Lowest |
| 6.00 | Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table
300-2 | 4,070.04 | Cum | 100.35 ₹4,08,428.51 Lowest | 1,270 ₹51,68,950.8 |
| 7.00 | Treatment of soil under existing floors using chemical emul sion @ one litre per hole, 300 mm apart including drilling12 mm diameter holes and plugging with cement mortar 1 :2(1 cement : 2 Coarse sand) to match the existing floor: | 2,361.7 | Sqm | 208.21 ₹4,91,729.56 | 68 ₹1,60,595.6 Lowest |
| 8.00 | Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | 208.72 | Letter | 157.57 ₹32,888.01 | 65 ₹13,566.8 Lowest |
| 9.00CONCRETE WORK | |||||
| 10.00 | Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | 16.88 | Cum | 4,081.02 ₹68,887.62 Lowest | 4,350 ₹73,428 |
Tender Value
Refer Docs
EMD Value
₹6.5 L
Closing Date
21 Apr 2026, 4:00 pmClosed
Chief Engineer, JIIDCO
5th Floor, Udyog Bhawan, Ratu Road, Ranchi
Construction of Logistic Jasidih Industrial Area Phase II in Deoghar Jharkhand
2026_JIIDC_112648_1
JIIDCO/32/SBD/2025-2026 (Sl.no.06)
Open Tender
Civil Works
Item Rate
Deoghar
Please refer Tender documents.
3 documents required · 3 mandatory
₹11,800
₹6.5 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 A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and 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 and direction of E/I. (vide classfication of soil item - B) | - | Cum | - | - |
| 4 | Filling in foundation trenches and plenth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5M all complete as per building specification and direction of EA (Mode of | - | 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 | Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table
300-2 | - | Cum | - | - |
| 7 | Treatment of soil under existing floors using chemical emul sion @ one litre per hole, 300 mm apart including drilling12 mm diameter holes and plugging with cement mortar 1 :2(1 cement : 2 Coarse sand) to match the existing floor: | - | Sqm | - | - |
| 8 | Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | - | Letter | - | - |
| 9 | CONCRETE WORK | - | - | - | - |
| 10 | Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | - | Cum | - | - |
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