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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 CrAccepted-Finance ANAND BHAWAN KC NANDI PATH BILASI TOWN DEOGHAR JHARKHAND 814113 | BILASI TOWN | DEOGHAR | JHARKHAND | 814113 | ₹3.6 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹3.7 Cr+₹10.7 L (2.97%)Rejected-Finance MANSINGHDIH BENGABAD GIRIDIH JH 815312 | GIRIDIH | JHARKHAND | 815312 | ₹3.7 Cr+₹10.7 L (2.97%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.7 Cr+₹11.7 L (3.25%)Rejected-Finance N A | ₹3.7 Cr+₹11.7 L (3.25%) | L3 | Rejected-Finance L3 |
| 4 | L4₹3.8 Cr+₹16.1 L (4.46%)Rejected-Finance 822101 | PALAMU | JHARKHAND | 822101 | ₹3.8 Cr+₹16.1 L (4.46%) | L4 | Rejected-Finance L4 |
| 5 | L5₹4.3 Cr+₹70.8 L (19.7%)Rejected-Finance NOT SPECIFIED | ₹4.3 Cr+₹70.8 L (19.7%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | Manish Kumar Singh L2 | SHREE RAM ENTERPRISES L7 | Maa Tara Infrastructure and Builders Pvt Ltd L3 | Manish Kumar L4 | RAVI ANAND L1 | Sanjay Sharan L6 | R P Singh & Co. L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 1,169.27 | per m3 | 140 ₹1,63,697.8 | 159.58 ₹1,86,592.11 | 126.88 ₹1,48,356.98 | 123.29 ₹1,44,159.3 Lowest | 140 ₹1,63,697.8 | 144.23 ₹1,68,643.81 | 143.32 ₹1,67,579.78 |
| 2.00 | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) | 709.66 | per m3 | 10 ₹7,096.61 Lowest | 16.3 ₹11,567.47 | - | 12.6 ₹8,941.73 | 14.83 ₹10,524.27 | 14.73 ₹10,453.31 | 14.64 ₹10,389.44 |
| 3.00 | Earth filling in foundaion trenches and plinth in layers not exceding 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 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) | 824.14 | per m3 | 80 ₹65,931.44 | 58.1 ₹47,882.71 | - | 44.89 ₹36,995.78 | 43.75 ₹36,056.26 Lowest | 52.52 ₹43,283.99 | 52.18 ₹43,003.78 |
| 4.00 | Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) | 109.57 | per m3 | 450 ₹49,307.4 Lowest | 619.63 ₹67,894.1 | - | 478.74 ₹52,456.5 | 458.29 ₹50,215.75 | 560.03 ₹61,363.61 | 556.5 ₹60,976.82 |
| 5.00 | 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. | 30.43 | m3 | 4,500 ₹1,36,917 | 5,717.83 ₹1,73,970.7 | 4,593.24 ₹1,39,753.92 | 4,417.7 ₹1,34,412.94 | 4,228.94 ₹1,28,669.73 Lowest | 5,167.86 ₹1,57,237.31 | 5,135.22 ₹1,56,244.2 |
| 6.00 | 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 materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I. | 51.35 | per M3 | 4,400 ₹2,25,922.4 | 5,371.39 ₹2,75,799.39 | 4,593.24 ₹2,35,844.5 | 4,150.04 ₹2,13,087.95 | 4,002.72 ₹2,05,523.66 Lowest | 4,854.75 ₹2,49,271.99 | 4,824.09 ₹2,47,697.73 |
| 7.00 | 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 | m3 | 4,200 ₹15,674.4 | 5,515.79 ₹20,584.93 | 4,563.24 ₹17,030.01 | 4,261.61 ₹15,904.33 | 4,079.52 ₹15,224.77 Lowest | 4,985.26 ₹18,604.99 | 4,953.77 ₹18,487.47 |
| 8.00 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). | 115.76 | SQM | 250 ₹28,939.25 | 292.57 ₹33,867.03 | 265.65 ₹30,750.85 | 226.05 ₹26,166.87 Lowest | 230.39 ₹26,669.26 | 264.43 ₹30,609.62 | 262.76 ₹30,416.31 |
| 9.00 | Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. (1:3) in superstrure with approved quality 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. | 569.95 | per m3 | 4,100 ₹23,36,774.5 | 5,088.44 ₹29,00,130.94 | 3,800.25 ₹21,65,933.49 | 3,931.42 ₹22,40,693.17 | 3,780.44 ₹21,54,642.88 Lowest | 4,599.01 ₹26,21,182.75 | 4,569.96 ₹26,04,625.85 |
| 10.00 | Extra for brick work for each consecutive floor above first floor including watering and scaffolding, all complete as per direction of E/I. | 37.26 | per M3 | 150 ₹5,589 | 140.66 ₹5,240.99 | 112.35 ₹4,186.16 | 108.68 ₹4,049.42 | 104.03 ₹3,876.16 Lowest | 127.13 ₹4,736.86 | 126.33 ₹4,707.06 |
Tender Value
Refer Docs
EMD Value
₹4.6 L
Closing Date
6 May 2026, 5:00 pmClosed
Nodal Officer
e-Procurement Cell, Jharkhand State Building Construction Corporation Ltd., Ranchi.
Construction of 100 Bedded New Hostel Building at Dumka
2026_JSBCC_112911_1
JSBCCL/09/2026-27
Open Tender
Civil Works - Buildings
Item Rate
330 days
Dumka
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹4.6 L
12 Jun 2026
15 Apr 2026
7 May 2026
15 Apr 2026
6 May 2026
15 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | per m3 | - | - |
| - | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) | 0.4 | per m3 | - | - |
| - | Earth filling in foundaion trenches and plinth in layers not exceding 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 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) | 0.2 | per m3 | - | - |
| - | Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) | 0.8 | per m3 | - | - |
| - | 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. | 1 | m3 | - | - |
| - | 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 materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I. | 1 | per M3 | - | - |
| - | 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). | - | m3 | - | - |
| - | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). | 0.8 | SQM | - | - |
| - | Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M. (1:3) in superstrure with approved quality 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. | - | per m3 | - | - |
| - | Extra for brick work for each consecutive floor above first floor including watering and scaffolding, all complete as per direction of E/I. | 1 | per M3 | - | - |
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