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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 CrAdmitted-Finance | ₹7.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.8 Cr+₹6.1 L (0.79%)Admitted-Finance | ₹7.8 Cr+₹6.1 L (0.79%) | L2 | Admitted-Finance |
| 3 | L3₹7.9 Cr+₹20.2 L (2.63%)Admitted-Finance | ₹7.9 Cr+₹20.2 L (2.63%) | L3 | Admitted-Finance |
| 4 | L4₹8.0 Cr+₹25.5 L (3.32%)Admitted-Finance | ₹8.0 Cr+₹25.5 L (3.32%) | L4 | Admitted-Finance |
| 5 | L5₹8.0 Cr+₹25.8 L (3.35%)Admitted-Finance UNIT 505 GERA IMPRERIUM GRAND PATTA PLAZO PANAJI GOA | ₹8.0 Cr+₹25.8 L (3.35%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ASSMAS CONSTRUCTIONS PVT LTD L5 | Prathiba Developers (P) Ltd. L6 | PRASANTH.MG L2 | SITCOASSOCIATES L4 | Chicago Constructions International Pvt Ltd L7 | aboobacker L3 | saaj constructions L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road Works | ||||||||||
| 1.00 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | 2,059.53 | cum | 1,299 ₹26,75,322.98 | 1,200 ₹24,71,430 | 650 ₹13,38,691.25 | 1,250 ₹25,74,406.25 | 800 ₹16,47,620 | 667 ₹13,73,703.18 | 630 ₹12,97,500.75 Lowest |
| 1.00 | Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 2,750.85 | cum | 3,626 ₹99,74,582.1 | 2,750 ₹75,64,837.5 Lowest | 3,200 ₹88,02,720 | 3,650 ₹1,00,40,602.5 | 3,900 ₹1,07,28,315 | 3,500 ₹96,27,975 | 3,350 ₹92,15,347.5 |
| 1.00 | Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. Cable Duct Across the Road - Single row for one
utility service | 134.5 | RM | 5,800 ₹7,80,100 | 5,000 ₹6,72,500 | 3,500 ₹4,70,750 | 7,950 ₹10,69,275 | 4,800 ₹6,45,600 | 1,000 ₹1,34,500 Lowest | 4,300 ₹5,78,350 |
| 2.00Culverts | ||||||||||
| 2.00 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m). | 238.36 | cum | 352 ₹83,902.72 | 550 ₹1,31,098 | 150 ₹35,754 Lowest | 165 ₹39,329.4 | 700 ₹1,66,852 | 750 ₹1,78,770 | 230 ₹54,822.8 |
| 2.00 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications - PCC Grade M15 ( Without formwork). | 35.21 | cum | 8,472 ₹2,98,282.18 | 7,500 ₹2,64,060 Lowest | 7,500 ₹2,64,060 Lowest | 8,200 ₹2,88,705.6 | 8,500 ₹2,99,268 | 7,926.98 ₹2,79,093.11 | 8,200 ₹2,88,705.6 |
| 2.00 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications - RCC Grade M25 - With Batching Plant, Transit Mixer and Concrete Pump. | 82.88 | cum | 9,716 ₹8,05,262.08 | 14,000 ₹11,60,320 | 9,000 ₹7,45,920 | 9,190 ₹7,61,667.2 | 10,500 ₹8,70,240 | 9,444.61 ₹7,82,769.28 | 8,500 ₹7,04,480 Lowest |
| 2.00 | Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 8.29 | MT | 91,385 ₹7,57,398.88 Lowest | 92,000 ₹7,62,496 | 1,00,000 ₹8,28,800 | 95,000 ₹7,87,360 | 1,14,000 ₹9,44,832 | 1,00,000 ₹8,28,800 | 98,000 ₹8,12,224 |
| 2.00 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 - With Batching Plant, Transit Mixer and
Concrete Pump - Height upto 5m | 143.81 | cum | 11,037 ₹15,87,208.9 | 15,500 ₹22,29,024 | 9,000 ₹12,94,272 | 9,800 ₹14,09,318.4 | 11,500 ₹16,53,792 | 12,243.18 ₹17,60,667.23 | 8,600 ₹12,36,748.8 Lowest |
Tender Value
₹8.0 Cr
EMD Value
₹2 L
Closing Date
8 Jul 2026, 5:00 pmClosed
Managing Director, KINFRA
Managing Director, KINFRA
Construction of Culvert Admin building and Overhead Tank Under Ground Sump and Formation of Road at KINFRA Industrial Park Puzhakkal Thrissur
2026_KINFR_856484_1
KINFRA/THR/9/2026-27
Open Tender
Civil Works - Buildings
Item Rate
420 days
KINFRA Industrial Park, Puzhakkal
As per NIT
2 documents required · 2 mandatory
₹11,800
₹2 L
KINFRA Hitech Park Office, Kalamassery
10 Aug 2026
18 Jun 2026
10 Jul 2026
18 Jun 2026
8 Jul 2026
1 Jul 2026
27 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Works | |||||
| 1.001 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | - | cum | - | - |
| 1.002 | Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 1 | cum | - | - |
| 1.003 | Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. Cable Duct Across the Road - Single row for one
utility service | - | RM | - | - |
| 2Culverts | |||||
| 2.001 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m). | - | cum | - | - |
| 2.002 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications - PCC Grade M15 ( Without formwork). | 1 | cum | - | - |
| 2.003 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications - RCC Grade M25 - With Batching Plant, Transit Mixer and Concrete Pump. | 1 | cum | - | - |
| 2.004 | Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | - | MT | - | - |
| 2.005 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 - With Batching Plant, Transit Mixer and
Concrete Pump - Height upto 5m | 0.2 | cum | - | - |
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