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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | Rejected-Technical | - | Rejected-Technical Technically not qualitifed | |
| 3 | Rejected-Technical | - | Rejected-Technical Technically not qualitifed |
| Sl No | Description | Qty | Unit | suresh s L1 |
|---|---|---|---|---|
| 1.00 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm to 50 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade, back filling in required places and disposal of surplus earthwith lead upto 500 metres. | 430 | Sqm | 225 ₹96,750 Lowest |
| 2.00Construction 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 Engineer-in-Charge. | ||||
| 2.10 | With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | 65 | Cum | 3,000 ₹1,95,000 Lowest |
| 3.00 | Cement concrete M-20 grade concrete (RMC only) in pavements, laid to required slope and camber in panels as required including side shuttering, consolidation finishing and tamping, cutting using concrete cutting blade to full depth of concrete for making panels at 5m c/c spacing, etc complete all as directed by EIC | 86 | Cum | 11,000 ₹9,46,000 Lowest |
| 4.00Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete | ||||
| 4.10 | 450 mm dia RCC pipes. | 18 | m | 5,000 ₹90,000 Lowest |
| 5.00 | Provide and laying polyethylene sheet placed directly on the subgrade before concreting etc. complete all as directed by the Engineer in charge | 430 | Sqm | 25 ₹10,750 Lowest |
| 6.00 | Finishing the ready mixed concrete with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush in pattern same as existing concrete road nearby etc. complete as per specifications and directions of Engineer-in-charge. | 430 | Sqm | 142 ₹61,060 Lowest |
Tender Value
₹14.8 L
EMD Value
₹29,528
Closing Date
24 Nov 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Project Engineer Cum Estate Officer (I/c)
Maruthamala P.O, Vithura, Thiruvananthapuram
Construction of concrete road at rear side of Admin Block in IISER campus, Vithura
2025_IISRT_885555_1
IISER-T/2003/31/2025-26 dated 14.11.2025
Open Tender
Civil Works
Item Rate
60 days
IISER TVM
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹29,528
27 Nov 2025
14 Nov 2025
25 Nov 2025
15 Nov 2025
24 Nov 2025
15 Nov 2025
Amount
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm to 50 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade, back filling in required places and disposal of surplus earthwith lead upto 500 metres.
Construction 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 Engineer-in-Charge.
With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
Cement concrete M-20 grade concrete (RMC only) in pavements, laid to required slope and camber in panels as required including side shuttering, consolidation finishing and tamping, cutting using concrete cutting blade to full depth of concrete for making panels at 5m c/c spacing, etc complete all as directed by EIC
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete
450 mm dia RCC pipes.
Provide and laying polyethylene sheet placed directly on the subgrade before concreting etc. complete all as directed by the Engineer in charge
Finishing the ready mixed concrete with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush in pattern same as existing concrete road nearby etc. complete as per specifications and directions of Engineer-in-charge.
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