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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC | ₹2.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.0 Cr+₹2.7 L (1.33%)Rejected-Finance | ₹2.0 Cr+₹2.7 L (1.33%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | Star Express Consultants Pvt. Ltd L2 | SHRI INFRATECH SOLUTIONS L1 |
|---|---|---|---|---|---|
| 1.00Construction of ACR in gumla District | |||||
| 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. | 453.6 | cu.m | 151.82 ₹68,865.55 Lowest | 151.82 ₹68,865.55 Lowest |
| 3.00 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) | 245.57 | cu.m | 166.51 ₹40,889.86 Lowest | 166.51 ₹40,889.86 Lowest |
| 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). | 442.07 | cu.m | 128.88 ₹56,973.98 Lowest | 128.88 ₹56,973.98 Lowest |
| 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). | 89.68 | cu.m | 589.51 ₹52,867.26 Lowest | 589.51 ₹52,867.26 Lowest |
| 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 maerials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. | 47.08 | cu.m | 5,300 ₹2,49,524 | 5,110.26 ₹2,40,591.04 Lowest |
| 7.00 | 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. | 392.02 | cu.m | 5,700 ₹22,34,514 | 5,244.08 ₹20,55,784.24 Lowest |
| 8.00 | 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. | 69.37 | sqm | 578.3 ₹40,116.67 Lowest | 578.3 ₹40,116.67 Lowest |
| 9.00 | 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) | 2.62 | M3 | 5,500 ₹14,410 Lowest | 5,500 ₹14,410 Lowest |
| 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 : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | 21.87 | cu.m | 4,200 ₹91,854 Lowest | 4,200 ₹91,854 Lowest |
Tender Value
₹2.0 Cr
EMD Value
₹4.1 L
Closing Date
25 Mar 2026, 3:00 pmClosed
State Project Director
Office of State Project Director JEPC,RANCHI
Construction of 04 ACR at RAJYAKRIT UPG H S MURGU block SISAI AND 05 ACR at RAJYAKRIT UPG H S KOREDAG block SISAI AND Construction of 05 Additional class Roam at RAJKIYAKRIT UPGRADED HIGH SCHOOL DUMBO block Bharno Dist Gumla
2026_HRD_111539_14
JEPC/CIV/03/2180/2026/997
Open Tender
Civil Works
Item Rate
270 days
GUMLA
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹4.1 L
6 Aug 2026
20 Mar 2026
26 Mar 2026
20 Mar 2026
25 Mar 2026
20 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of ACR in gumla District | |||||
| 2Earthwork 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. | |||||
| 3Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) | |||||
| 4Earth 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). | |||||
| 5Providing 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). | |||||
| 6Providing 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. | |||||
| 7Providing 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. | |||||
| 8Providing 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. | |||||
| 9Providing 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) | |||||
| 10Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | |||||
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