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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.6 LAdmitted-Finance | ₹71.6 L | L1 | Admitted-Finance |
| 2 | L2₹73.4 L+₹1.8 L (2.58%)Admitted-Finance | ₹73.4 L+₹1.8 L (2.58%) | L2 | Admitted-Finance |
| 3 | L3₹1.0 Cr+₹29.6 L (41.4%)Admitted-Finance | ₹1.0 Cr+₹29.6 L (41.4%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | CRS AND COMPANY L3 | HARISH M CONTRACTOR L1 | MANJUNATHA ENTERPRISES L2 |
|---|---|---|---|---|---|---|
| 1.00Exhibit works and Pathway works Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | ||||||
| 1.10 | All kinds of soil. | 77.12 | cum | 77,120 ₹91,002 | 14,575.68 ₹17,199.68 | 8,483.2 ₹10,010.2 Lowest |
| 2.00 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 196 | Sqm | 2,94,000 ₹3,46,920 | 1,42,884 ₹1,68,603 Lowest | 11,56,400 ₹13,64,552 |
| 3.00Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineerin-Charge. | ||||||
| 3.10 | With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | 65 | cum | 5,85,000 ₹6,90,300 | 1,46,250 ₹1,72,575 Lowest | 1,75,500 ₹2,07,090 |
| 4.00Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. for all level of works | ||||||
| 4.10 | Concrete of M15 grade with minimum cement content of 240 kg /cum | 53.5 | cum | 4,14,625 ₹4,89,258 | 4,38,646.5 ₹5,17,603.5 | 2,13,465 ₹2,51,889 Lowest |
| 4.20 | Concrete of M25 grade with minimum cement content of 300 kg /cum cum | 74.39 | cum | 5,95,120 ₹7,02,242 | 7,36,461 ₹8,69,024 | 3,71,206.1 ₹4,38,023.1 Lowest |
| 5.00Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and Above plinth level | ||||||
| 5.10 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 2,630.4 | kg | 2,89,344 ₹3,41,426 | 2,36,736 ₹2,79,349 Lowest | 2,89,344 ₹3,41,426 |
Tender Value
₹78.7 L
EMD Value
₹1.6 L
Closing Date
15 Aug 2026, 9:00 amClosed
Administritative officer
IIA, KORAMANGALA, Bengaluru
Construction of Exhibit Pedestals, Pathways and Associated Civil works for COSMOS Planetarium, for IIA at Mysuru, Karnataka state
2026_IIAP_920549_1
103/PT/CIVIL/ EXHIBIT PEDESTALS, PATHWAYS/IIA/COSMOS PLANETARIUM/ MYSURU
Open Tender
Civil Works
Item Rate
45 days
COSMOS Planetarium Mysuru
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹1.6 L
COSMOS Planetarium Mysuru
19 Aug 2026
4 Aug 2026
17 Aug 2026
5 Aug 2026
15 Aug 2026
8 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Exhibit works and Pathway works Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | |||||
| 1.1 | All kinds of soil. | 77.12 | cum | - | - |
| 2 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 196 | Sqm | - | - |
| 3Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineerin-Charge. | |||||
| 3.1 | With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | 65 | cum | - | - |
| 4Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. for all level of works | |||||
| 4.1 | Concrete of M15 grade with minimum cement content of 240 kg /cum | 53.5 | cum | - | - |
| 4.2 | Concrete of M25 grade with minimum cement content of 300 kg /cum cum | 74.39 | cum | - | - |
| 5Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and Above plinth level | |||||
| 5.1 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 2,630.4 | kg | - | - |
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