Loading
Loading…
Loading…
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical LALDIH GOPALPUR GHATSHILA EAST SINGHBHUM JHARKHAND | RANCHI | JHARKHAND | 829205 | Accepted-Technical Responsive |
| 2 | Accepted-Technical | Accepted-Technical Responsive |
| 3 | Rejected-Technical VILL KISHTOPUR PO ISLAMPUR PS BARHARWA SAHIBGANJ JHARKHAND 816101 | KISHTOPUR | SAHIBGANJ | JHARKHAND | 816101 | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical | Rejected-Technical Non Responsive |
Tender Value
₹1.6 Cr
EMD Value
₹3.1 L
Closing Date
6 Aug 2026, 2:00 pmClosed
State Project Director
Office of State Project Director JEPC,RANCHI
1. Construction of 8 ACR in H.S.K.N.J CHAKULIA 2- Construction of 3 ACR in PMSHRI UPGRADED GOVT H.S.BALIBANDH in East Singhbhum District of Kolhan Division of Jharkhand
2026_HRD_116560_10
JEPC/CIV/03/2277/2026/2797
Open Tender
Civil Works
Item Rate
365 days
EAST SINGHBHUM
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹3.1 L
10 Oct 2026
28 Jul 2026
7 Aug 2026
28 Jul 2026
6 Aug 2026
28 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1- Construction of 3 Additional Class Room in UPG HS GOPINATHPUR ( 20101006001)
2- Construction of 08 Additional Class Room inUPG HS. NABI NAGAR (20101006601) in Pakur District of Santhal Pargana Division of Jharkhand. | - | - | - | - |
| 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. | 179.22 | cum | - | - |
| 3 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) 50% of excavated earth | 89.61 | cum | - | - |
| 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). 65% OF Excavated Qty. | 175.55 | CUM | - | - |
| 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). | 18.51 | CUM | - | - |
| 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. | 14.93 | CUM | - | - |
| 7 | Providing designation 75 B brick 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, 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. | 73.23 | 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) | 18.51 | CUM | - | - |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-
III): 6 graded stone aggregate 40 mm nominal size) | 9.42 | CUM | - | - |
| 10 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) | 44.1 | CUM | - | - |
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.14 MB
BOQ_157627.xls
BOQ • 0.49 MB
10.pdf
Tender Documents • 3.15 MB
10.pdf
PDF • 0.21 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .