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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-Finance ETHNE KHUNTI | KHUNTI | KHUNTI | JHARKHAND | ₹2.3 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹2.3 Cr+₹63,041.72 (0.27%)Rejected-Finance DHANBAD MUNICIPAL CORPORATION DHANBAD | ₹2.3 Cr+₹63,041.72 (0.27%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical AT LALA LAJPAT NAGAR ROAD NO 06 NEAR LALA LAJPAT RAI SCHOOL CHAPU TOLI PUNDAG RANCHI JHARKHAND 834004 | RANCHI | JHARKHAND | 834004 | - | - | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| 5 | Rejected-Technical 00 BILAUTI BILAUTI SHAHPUR BHOJPUR BHOJPUR BIHAR 802154 | BHOJPUR | BIHAR | 802154 | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | UMESH KUMAR SINGH L2 | AMARJEET MISHRA CONSTRUCTION AND SUPPLIES PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 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. | 621.13 | Cum | 151.82 ₹94,299.65 | 151 ₹93,790.33 Lowest |
| 2.00 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) | 412.74 | Cum | 15.51 ₹6,401.55 | 15.47 ₹6,385.04 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). | 396.32 | Cum | 55.28 ₹21,908.79 | 55.13 ₹21,849.34 Lowest |
| 4.00 | 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). | 39.41 | Cum | 589.51 ₹23,233.18 | 587.92 ₹23,170.52 Lowest |
| 5.00 | 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. | 51.72 | Cum | 5,110.26 ₹2,64,323.09 | 5,096.46 ₹2,63,609.3 Lowest |
| 6.00 | Providing designation 75Bbrick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints costs of screening materials, scaffolding, raking out joints to 15mm depth curing taxes and royalty all complete as per building specification and direction of E/I. | 154.53 | Cum | 5,244.08 ₹8,10,383.41 | 5,229.92 ₹8,08,195.23 Lowest |
| 7.00 | Providing designation 125mm thick reinforced designation 75A brick work in (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including the cost of screening carriage of materials, scaffolding, raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforcement all complete as per building specification and direction of E/I. | 532.61 | Sqm | 713.49 ₹3,80,012.62 | 711.56 ₹3,78,984.68 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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20mm nominal size) | 14.4 | Cum | 4,598.23 ₹66,214.51 | 4,585.81 ₹66,035.66 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 : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | 17.62 | Cum | 4,125.41 ₹72,710.35 | 4,114.27 ₹72,514.01 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 40 mm nominal size) | 35.12 | Cum | 4,027.14 ₹1,41,425.1 | 4,016.27 ₹1,41,043.37 Lowest |
Tender Value
₹2.3 Cr
EMD Value
₹4.6 L
Closing Date
27 Jun 2026, 3:00 pmClosed
E.E., BCD, Building Division, Khunti
E.E., BCD, Building Division, Khunti
Proposed Construction of Office of Executive Engineer, Building Construction Division, Khunti
2026_BCD_115391_1
BCD/EE, Building Div. Khunti-04/2026-27
Open Tender
Civil Works - Buildings
Works
360 days
Khunti
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹4.6 L
27 Aug 2026
20 Jun 2026
29 Jun 2026
20 Jun 2026
27 Jun 2026
20 Jun 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. | 0.2 | 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). | 0.6 | Cum | - | - |
| 4Providing 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). | |||||
| 5 | 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. | 1 | Cum | - | - |
| 6 | Providing designation 75Bbrick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints costs of screening materials, scaffolding, raking out joints to 15mm depth curing taxes and royalty all complete as per building specification and direction of E/I. | 0.2 | Cum | - | - |
| 7 | Providing designation 125mm thick reinforced designation 75A brick work in (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including the cost of screening carriage of materials, scaffolding, raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforcement all complete as per building specification and direction of E/I. | 0.4 | Sqm | - | - |
| 8Providing 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 20mm nominal size) | |||||
| 9Providing 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) | |||||
| 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 40 mm nominal size) | |||||
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