Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-Finance AR NEW FRIENDS COLONY GOSALA ROAD RAMGARH DISTT RAMGARH JHARKHAND POSTAL CODE 829122 | RAMGARH | RAMGARH | JHARKHAND | 829122 | ₹2.0 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹2.3 Cr+₹26.7 L (13.3%)Rejected-Finance GRAM CHANDA ICHAK HAZARIBAGH | HAZARIBAGH | JHARKHAND | 825301 | ₹2.3 Cr+₹26.7 L (13.3%) | L2 | Rejected-Finance L2 |
| 3 | L3₹2.3 Cr+₹32.2 L (16.1%)Rejected-Finance AASHIYANA GARDEN PHASE 4 CHIRA CHAS BOKARO JHARKHAND | BOKARO | BOKARO | JHARKHAND | ₹2.3 Cr+₹32.2 L (16.1%) | L3 | Rejected-Finance L3 |
| 4 | L4₹2.4 Cr+₹38.2 L (19.0%)Rejected-Finance BALUMATH LATEHAR | LATEHAR | JHARKHAND | 822111 | ₹2.4 Cr+₹38.2 L (19.0%) | L4 | Rejected-Finance L4 |
| 5 | L5₹2.4 Cr+₹38.2 L (19.0%)Rejected-Finance | ₹2.4 Cr+₹38.2 L (19.0%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/S SARVODAYA CONSTRUCTION L3 | M/S SANJAY KUMAR SINGH L6 | DEEPAK KUMAR L2 | Shiv Shail Construction Private Limited L5 | RAJESH KUMAR SHARMA L1 | DIPAK KUMAR L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Construction of Hostel Building in KGBV DUMRI in Giridih District of North Chotanagpur Division of Jharkhand | |||||||||
| 2.00 | Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth a obtained to a distance up to 50M including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design and per building specification and direction of E/I. | 402.79 | cu.m | 147.99 ₹59,608.89 | 151.89 ₹61,179.77 | 144.6 ₹58,243.43 Lowest | 151.8 ₹61,143.52 | 580 ₹2,33,618.2 | 151.89 ₹61,179.77 |
| 3.00 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B)
50% of excavated earth | 263.57 | cu.m | 15.11 ₹3,982.54 | 15.52 ₹4,090.61 | 14.78 ₹3,895.56 Lowest | 15.5 ₹4,085.34 | 590 ₹1,55,506.3 | 15.52 ₹4,090.61 |
| 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).
65% OF Excavated Qty | 278.43 | cu.m | 53.91 ₹15,010.16 | 55.3 ₹15,397.18 | 52.65 ₹14,659.34 Lowest | 55.3 ₹15,397.18 | 295 ₹82,136.85 | 55.3 ₹15,397.18 |
| 5.00 | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) | 290.05 | Cum | 125.66 ₹36,447.68 | 128.94 ₹37,399.05 | 122.75 ₹35,603.64 Lowest | 128.9 ₹37,387.45 | 315 ₹91,365.75 | 128.94 ₹37,399.05 |
| 6.00 | 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). | 46.24 | cu.m | 574.7 ₹26,574.13 | 589.76 ₹27,270.5 | 561.45 ₹25,961.45 Lowest | 589.5 ₹27,258.48 | 2,060 ₹95,254.4 | 589.76 ₹27,270.5 |
| 7.00 | Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering texes royalty all complete as per building specification and direction of E/I. | 616.86 | sq.m | 322.18 ₹1,98,739.95 | 330.48 ₹2,03,859.89 | 314.62 ₹1,94,076.49 Lowest | 330.48 ₹2,03,859.89 | 615 ₹3,79,368.9 | 330.48 ₹2,03,859.89 |
| 8.00 | Providing designation 75A work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.m. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials ranking out joints to 15mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. | 15.21 | m3 | 5,303.31 ₹80,663.35 | 5,439.85 ₹82,740.12 | 5,178.74 ₹78,768.64 | 5,439.85 ₹82,740.12 | 2,230 ₹33,918.3 Lowest | 5,439.85 ₹82,740.12 |
| 9.00 | Providing designation 75B brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening maerials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. | 32.2 | cu.m | 4,984.14 ₹1,60,489.31 | 5,112.46 ₹1,64,621.21 | 4,867.06 ₹1,56,719.33 | 5,112 ₹1,64,606.4 | 2,300 ₹74,060 Lowest | 5,112.46 ₹1,64,621.21 |
| 10.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) | 3.81 | M3 | 4,390.39 ₹16,727.39 | 4,503.43 ₹17,158.07 | 4,287.27 ₹16,334.5 | 4,503.43 ₹17,158.07 | 3,500 ₹13,335 Lowest | 4,503.43 ₹17,158.07 |
Tender Value
₹2.4 Cr
EMD Value
₹4.8 L
Closing Date
5 Jun 2026, 2:00 pmClosed
State Project Director
Office of State Project Director JEPC,RANCHI
Construction of Hostel Building in KGBV DUMRI in Giridih District of North Chotanagpur Division of Jharkhand
2026_HRD_114219_9
JEPC/CIV/03/2270/2026/1966
Open Tender
Civil Works
Item Rate
365 days
Giridih
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹4.8 L
19 Aug 2026
19 May 2026
6 Jun 2026
19 May 2026
5 Jun 2026
19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of Hostel Building in KGBV DUMRI in Giridih District of North Chotanagpur Division of Jharkhand | - | - | - | - |
| 2 | Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth a obtained to a distance up to 50M including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design and per building specification and direction of E/I. | 402.79 | cu.m | - | - |
| 3 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B)
50% of excavated earth | 263.57 | cu.m | - | - |
| 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).
65% OF Excavated Qty | 278.43 | cu.m | - | - |
| 5 | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) | 290.05 | Cum | - | - |
| 6 | 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). | 46.24 | cu.m | - | - |
| 7 | Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering texes royalty all complete as per building specification and direction of E/I. | 616.86 | sq.m | - | - |
| 8 | Providing designation 75A work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.m. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials ranking out joints to 15mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. | 15.21 | m3 | - | - |
| 9 | Providing designation 75B brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening maerials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. | 32.2 | cu.m | - | - |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) | 3.81 | M3 | - | - |
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.21 MB
9.pdf
Tender Documents • 3.22 MB
BOQ_154265.xls
BOQ • 0.48 MB
corrigendum_hostel.pdf
PDF • 0.61 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .