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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹2.2 Cr
EMD Value
₹4.5 L
Closing Date
18 Aug 2026, 5:00 pmClosed
Executive Engineer, Division-I, EEW
Executive Engineer, Division-I, Education Engineering Wing
Upgradation of High School to Higher Secondary School (Science subject) under Samagra Shiksha approved in 2024-25 at Hindi Secondary School, Kanglatombi, Imphal West District, Manipur
2026_DoEs_3432_1
EEW/T-14/E-TENDER/2026-27/01
Open Tender
Civil Works
Item Rate
As Per Tender Document
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
Chief Finance Officer
₹4.5 L
Imphal
19 Aug 2026
4 Aug 2026
19 Aug 2026
5 Aug 2026
18 Aug 2026
5 Aug 2026
12 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SH: A. Construction of 12 Classrooms | |||||
| 1.01 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) All kinds of soil. | 217.79 | cum | - | - |
| 1.02 | Filling available excavated earth(excluding rock) in trenches, pinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidation each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. | 72.6 | cum | - | - |
| 1.03 | Supplying and filling in plinth with sandy soil under floors including, watering,ramming consolidating and dressing complete. | 207.65 | cum | - | - |
| 1.04 | Providing and laying cement concrete in foundation. Plinth excluding the cost of centering and shuttering. a) 1:4:8 ( 1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 37.5 | cum | - | - |
| 1.05 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:1.5:3(1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) | 23.51 | sqm | - | - |
| 1.06 | Centering and shuttering including strutting, propping etc. and removal of form for: | - | - | - | - |
| 1.07 | a) Foundations, footings, bases of columns, etc. for mass concrete. | 172.94 | sqm | - | - |
| 1.08 | b) Columns, Pillars, Piers, Abutments, Posts and Struts. | 448.51 | sqm | - | - |
| 1.09 | c) Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 960.07 | sqm | - | - |
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