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Tender Value
₹2.8 Cr
EMD Value
₹2.8 L
Closing Date
9 Jun 2026, 2:00 pm4d left
State Project Director
Office of State Project Director JEPC,RANCHI
1 Construction of 8 ACR in P M SHRI UPG H S MOKTAMA 2 Construction of 5 ACR in UPG M S BRAHMANA 3 Construction of 5 ACR in UHS PHULANG in Chatra District of North Chotanagpur Division of Jharkhand.
2026_HRD_114576_17
JEPC/CIV/03/2280/2026/2060
Open Tender
Civil Works
365 days
CHATRA
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹2.8 L
27 May 2026
27 May 2026
10 Jun 2026
27 May 2026
9 Jun 2026
27 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | 1- Construction of 8 Additional Class Room in P M SHRI UPG H S MOKTAMA (20030214601)
2- Construction of 5 Additional Claass Room in UPG M S BRAHMANA ( 20030220501)
3- Construction of 5 Additional Claass Room in UHS PHULANG ( 20031106601)
in Chatra District of North Chotanagpur Division of Jharkhand. | - | - | - | - | itemH1 |
| 2 | 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. | 927.04 | cu.m | - | - | itemH2 |
| 3 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) | 504.52 | cu.m | - | - | itemH3 |
| 4 | 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). | 899.57 | cu.m | - | - | itemH4 |
| 5 | 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). | 182.14 | cu.m | - | - | itemH5 |
| 6 | 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. | 95.9 | cu.m | - | - | itemH6 |
| 7 | 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. | 501.43 | cu.m | - | - | itemH7 |
| 8 | 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. | 88.38 | sqm | - | - | itemH8 |
| 9 | 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) | 5.72 | M3 | - | - | itemH9 |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | 41.3 | cu.m | - | - | itemH10 |
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