Loading
Loading…
Loading…
Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.5 CrAccepted-Finance ANAND BHAWAN KC NANDI PATH BILASI TOWN DEOGHAR JHARKHAND 814113 | BILASI TOWN | DEOGHAR | JHARKHAND | 814113 | 1 | Accepted-Finance L1 | |
| 2 | 2₹2.6 Cr+₹14.0 L (5.68%)Rejected-Finance BOKARO | JHARKHAND | 825102 | 2 | Rejected-Finance L2 | |
| 3 | 3₹2.6 Cr+₹16.9 L (6.86%)Rejected-Finance | 3 | Rejected-Finance L3 | |
| 4 | 4₹2.7 Cr+₹20.3 L (8.23%)Rejected-Finance PATHARGAMA GODDA | PATHARGAMA | GODDA | JHARKHAND | 4 | Rejected-Finance L4 | |
| 5 | Rejected-Technical AT DAKNADIH PO SINDURI PS NARAYANPUR DIST JAMTARA JHARKHAND | JAMTARA | JHARKHAND | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | Santosh Kumar Singh L2 | M/S S K TEKRIWAL L4 | RAVI ANAND L1 | MAA PANCHBADAN SINGHWAHINI CONSTRUCTION PVT LTD L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation Trenches in hard soil (vide classification of soil item -B) all complete as per approved design, building specification and direction of E/I | 1,038.58 | Cu.m | 149.91 ₹1,55,694.13 | 155.82 ₹1,61,832.16 | 141.85 ₹1,47,323.14 | 125 ₹1,29,823 Lowest |
| 2.00 | Extra for earth work in hard soil as per
specification and direction of E/I. (vide classfication of soil item - B) | 68.56 | Cu.m | 15.31 ₹1,049.65 | 16.51 ₹1,131.93 | 14.49 ₹993.43 Lowest | 15.51 ₹1,063.37 |
| 3.00 | Filling in foundation trenches and plenth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dresssd with earth obdiened from excavation of foundation trenches 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.) | 276.87 | Cu.m | 54.58 ₹15,111.35 | 59.28 ₹16,412.62 | 51.65 ₹14,300.13 Lowest | 55.28 ₹15,305.15 |
| 4.00 | 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) | 774.01 | Cu.m | 127.26 ₹98,500.51 | 132.88 ₹1,02,850.45 | 120.41 ₹93,198.54 Lowest | 128.88 ₹99,754.41 |
| 5.00 | Providing coarse clean SAND FILLING in foundation trenches or plinth including ramming & watering in layers not exceeding | 52.91 | Cu.m | 582.08 ₹30,795.52 | 605.51 ₹32,035.11 | 550.78 ₹29,139.57 Lowest | 589.51 ₹31,188.62 |
| 6.00 | Providing designation 75 Abrick work in C.M (1:6)in foundation and plinth with approved quality of clean coarse sand of F.M2 to 2.5 including providing 10mm thick morter joints , cost of screening materials , raking of joints to 15mm depth , curing taxes and royality all complete as per building specification and direction of E/l | 43.54 | Cu.m | 5,045.87 ₹2,19,697.18 | 5,310.26 ₹2,31,208.72 | 4,774.52 ₹2,07,882.6 Lowest | 5,000 ₹2,17,700 |
| 7.00 | Providing 125mm thick reinforced designation 75A brickwork in C.M. (1:4) in Superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including the cost of screening, cost of materials, racking out joints to 15mm depth, carriage, taxes and royalty (but excluding the cost of reinforcement) all complete as sper building specification and direction of E/I. | 8.55 | Sq.m | 704.5 ₹6,023.48 | 7,750.49 ₹66,266.69 | 666.61 ₹5,699.52 Lowest | 713.49 ₹6,100.34 |
| 8.00 | Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. (1:6) in foundation and plinth with approved uality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. | 295.76 | Cu.m | 4,452.34 ₹13,16,824.08 | 4,809.16 ₹14,22,357.16 | 4,212.91 ₹12,46,010.26 Lowest | 4,509.16 ₹13,33,629.16 |
| 9.00 | Providing designation 112mm thick reinforcement designtion 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. (1:4) in supertructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including cost of screening materials scaffoliding raking out joints to 15mm depth curing taxesand royalty ( but excluding theb cost of reinforcement) all complete as per building specification and direction of E/I. | 718.85 | Sq.m | 571.01 ₹4,10,470.54 | 600.3 ₹4,31,525.66 | 540.31 ₹3,88,401.84 Lowest | 578.3 ₹4,15,710.96 |
| 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 : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)
P.C.C in FOUNDATION | 64.01 | Cu.m | 4,899.21 ₹3,13,598.43 | 5,261.73 ₹3,36,803.34 | 4,635.74 ₹2,96,733.72 Lowest | 4,961.73 ₹3,17,600.34 |
Tender Value
₹2.6 Cr
EMD Value
₹2.6 L
Closing Date
16 Feb 2026, 3:00 pmClosed
E.E., BCD, Building Division, Godda
E.E., BCD, Building Division, Godda
Construction of 50 Bedded Girls Hostel, at- Volleyball Training Centre, Godda.
2026_BCD_110044_1
BCD/EE/18/Godda/2025-26
Open Tender
Civil Works - Buildings
Works
330 days
Godda
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹2.6 L
26 Oct 2026
7 Feb 2026
17 Feb 2026
7 Feb 2026
16 Feb 2026
7 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation Trenches in hard soil (vide classification of soil item -B) all complete as per approved design, building specification and direction of E/I | 1,038.58 | Cu.m | - | - |
| 2 | Extra for earth work in hard soil as per
specification and direction of E/I. (vide classfication of soil item - B) | 68.56 | Cu.m | - | - |
| 3 | Filling in foundation trenches and plenth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dresssd with earth obdiened from excavation of foundation trenches 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.) | 276.87 | Cu.m | - | - |
| 4 | 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) | 774.01 | Cu.m | - | - |
| 5 | Providing coarse clean SAND FILLING in foundation trenches or plinth including ramming & watering in layers not exceeding | 52.91 | Cu.m | - | - |
| 6 | Providing designation 75 Abrick work in C.M (1:6)in foundation and plinth with approved quality of clean coarse sand of F.M2 to 2.5 including providing 10mm thick morter joints , cost of screening materials , raking of joints to 15mm depth , curing taxes and royality all complete as per building specification and direction of E/l | 43.54 | Cu.m | - | - |
| 7 | Providing 125mm thick reinforced designation 75A brickwork in C.M. (1:4) in Superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including the cost of screening, cost of materials, racking out joints to 15mm depth, carriage, taxes and royalty (but excluding the cost of reinforcement) all complete as sper building specification and direction of E/I. | 8.55 | Sq.m | - | - |
| 8 | Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. (1:6) in foundation and plinth with approved uality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. | 295.76 | Cu.m | - | - |
| 9 | Providing designation 112mm thick reinforcement designtion 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. (1:4) in supertructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including cost of screening materials scaffoliding raking out joints to 15mm depth curing taxesand royalty ( but excluding theb cost of reinforcement) all complete as per building specification and direction of E/I. | 718.85 | Sq.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 : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)
P.C.C in FOUNDATION | 64.01 | Cu.m | - | - |
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 • 0.57 MB
SBD-18.pdf
Tender Documents • 3.86 MB
BOQ_148681.xls
BOQ • 0.36 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 .