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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹21.6 CrAccepted-Finance | ₹21.6 Cr | L-1 | Accepted-Finance Lowest bidder |
| 2 | L-2₹22.1 CrRejected-Finance 1 CROOKED LANE ROOM NO 205 2 FLOOR KOLKATA 700069 WEST BENGAL PH 9167480150 | ₹22.1 Cr | L-2 | Rejected-Finance Higher bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically disqualified |
| Sl No | Description | Qty | Unit | SSP REALTY ENGINEERS LLP H2 | NARAYAN KUMAR INFRASTRUCTURE PRIVATE LIMITED H1 |
|---|---|---|---|---|---|
| 1.00 | 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 | 4,374.63 | Cum | 148.78 ₹6.5 L | 148.78 ₹6.5 L |
| 2.00 | Extra for earth work in hard soil as per specification & direction of engineer in charge (Vide classification of soil item B) | 2,334.04 | Cum | 15.2 ₹35,477.41 | 15.2 ₹35,477.41 |
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-Charge. | 1,510.63 | Cum | 143.44 ₹2.2 L | 143.44 ₹2.2 L |
| 4.00 | Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). | 4,126.02 | Cum | 54 ₹2.2 L | 54 ₹2.2 L |
| 5.00 | Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer In charge | 494.05 | Cum | 577.72 ₹2.9 L | 577.72 ₹2.9 L |
| 6.00 | 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 | 2,465 | Sqm | 248.07 ₹6.1 L | 248.07 ₹6.1 L |
| 7.00 | 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. | 2,481.39 | Sqm | 323.87 ₹8.0 L | 323.87 ₹8.0 L |
| 8.00CONCRETE WORK | |||||
| 9.00 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 483.06 | Sqm | 344.71 ₹1.7 L | 344.71 ₹1.7 L |
| 10.00 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | 3.73 | Cum | 5,142.69 ₹19,182.23 | 5,142.69 ₹19,182.23 |
Tender Value
Refer Docs
EMD Value
₹22.2 L
Closing Date
18 May 2026, 3:00 pmClosed
Chief Engineer, JIIDCO
5th Floor, Udyog Bhawan, Ratu Road, Ranchi
Construction of 500 Bedded Working Women Hostel at Barahi Industrial Area Hazaribagh Jharkhand
2026_JIIDC_113885_1
JIIDCO/35/Women Hostel/SBD/2026-2027
Open Tender
Civil Works
Hazaribagh
Please refer Tender documents.
3 documents required · 3 mandatory
₹11,800
₹22.2 L
JIIDCO
27 May 2026
13 May 2026
19 May 2026
13 May 2026
18 May 2026
13 May 2026
14 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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 | 4,374.63 | Cum | - | - | 1 |
| 2 | Extra for earth work in hard soil as per specification & direction of engineer in charge (Vide classification of soil item B) | 2,334.04 | Cum | - | - | 2 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-Charge. | 1,510.63 | Cum | - | - | 3 |
| 4 | Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). | 4,126.02 | Cum | - | - | 4 |
| 5 | Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer In charge | 494.05 | Cum | - | - | 5 |
| 6 | 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 | 2,465 | Sqm | - | - | 6 |
| 7 | 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. | 2,481.39 | Sqm | - | - | 7 |
| 8 | CONCRETE WORK | - | - | - | - | 8 |
| 9 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 483.06 | Sqm | - | - | 9 |
| 10 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | 3.73 | Cum | - | - | 10 |
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