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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Technically qualified and accepted |
| 2 | Accepted-Technical | Accepted-Technical Technically qualified and accepted |
Tender Value
₹30.1 L
EMD Value
₹51,099
Closing Date
10 Sept 2026, 3:00 pmClosed
Usha Nandhini. C
CM-Finance (Purchase)
Construction of Smart Anganvadi building No.64 of Neendakara Grama Panchayath Ward no.2 under CSR 2026-27
2026_IREL_289521_1
IREL/Chavara/26-27/T.No.150
Open Tender
Civil Works - Buildings
Item Rate
180 days
IREL(India)Limited, Chavara
As per tender clause 13 of the tender
2 documents required · 2 mandatory
₹0
₹51,099
24 Sept 2026
1 Sept 2026
11 Sept 2026
1 Sept 2026
10 Sept 2026
1 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. All kinds of soil. | - | CuM | 363 | - |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate40 mm nominal size derived from natural sources) | - | CuM | 7,169 | - |
| 3 | Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 (1 cement : 6 coarse sand) etc complete | - | CuM | 7,860 | - |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more | - | Qtl | 11,356 | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | - | Sq.M | 390 | - |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers | - | Sq.M | 784 | - |
| 7 | 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) derived from natural sources :3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | CuM | 10,594 | - |
| 8 | Filling with contractor's own earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | - | CuM | 729 | - |
| 9 | Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. | - | CuM | 8,682 | - |
| 10 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) | - | Sq.M | 373 | - |
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