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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-Finance AT NEW TOWN POST P S DIST JAMTARA | JAMTARA | JHARKHAND | 814166 | ₹1.3 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹1.3 Cr+₹1,966.47 (0.02%)Rejected-Finance AT STATION ROAD JAMTARA JHARKHAND 815351 | JAMTARA | JHARKHAND | 815351 | ₹1.3 Cr+₹1,966.47 (0.02%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical BHUPESH KUMAR GUPTA DEOGHAR | DEOGHAR | JHARKHAND | 814112 | - | - | Rejected-Technical Non-Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
| Sl No | Description | Qty | Unit | SHREE SIDHI VINAYAK CONSTRUCTION L1 | SHREE GANESH CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00 | 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. | 239.9 | CUM | 151.82 ₹36,422.23 Lowest | 151.82 ₹36,422.23 Lowest |
| 2.00 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) | 143.94 | CUM | 15.51 ₹2,232.54 Lowest | 15.51 ₹2,232.54 Lowest |
| 3.00 | 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). | 95.96 | CUM | 55.28 ₹5,304.78 Lowest | 55.28 ₹5,304.78 Lowest |
| 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) | 62.36 | CUM | 128.88 ₹8,036.96 Lowest | 128.88 ₹8,036.96 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). | 15.47 | CUM | 589.51 ₹9,122.08 Lowest | 589.51 ₹9,122.08 Lowest |
| 6.00 | 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. | 191.88 | SQM | 330.34 ₹63,384.32 Lowest | 330.34 ₹63,384.32 Lowest |
| 7.00 | 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 20 mm nominal size) | 11.42 | CUM | 4,598.23 ₹52,530.18 Lowest | 4,598.23 ₹52,530.18 Lowest |
| 8.00 | 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) | 19.19 | CUM | 4,125.41 ₹79,158.37 Lowest | 4,125.41 ₹79,158.37 Lowest |
| 9.00 | Providing designation 75A 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. | 8.06 | CUM | 5,439.85 ₹43,834.31 Lowest | 5,439.85 ₹43,834.31 Lowest |
| 10.00 | 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 super strure 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. | 204.3 | CUM | 4,841 ₹9,89,001.78 Lowest | 4,841 ₹9,89,001.78 Lowest |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
9 Jul 2026, 11:00 amClosed
Nodal Officer
e-Procurement Cell, Office of The Executive Engineer, Building Construction Department, Building Division, Jamtara
Construction of 06 Additional Class Room G plus2 for Residential Upgraded Girls High School, Kundahit, Jamtara, for the year 2026-2027
2026_BCD_115767_1
BCD/EE,Jmt/11/Jmt/2026-27
Open Tender
Civil Works - Buildings
Item Rate
270 days
Jamtara
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹2.6 L
18 Sept 2026
3 Jul 2026
10 Jul 2026
3 Jul 2026
9 Jul 2026
3 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 0.6 | CUM | - | - |
| 2 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) | 0.8 | CUM | - | - |
| 3 | 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). | 0.8 | CUM | - | - |
| 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) | 1 | CUM | - | - |
| 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). | |||||
| 6 | 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. | 0.4 | SQM | - | - |
| 7 | 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 20 mm nominal size) | 1 | CUM | - | - |
| 8 | 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) | 1 | CUM | - | - |
| 9 | Providing designation 75A 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 | CUM | - | - |
| 10 | 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 super strure 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. | 0.8 | CUM | - | - |
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