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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹97.5 LAdmitted-Finance | ₹97.5 L | L1 | Admitted-Finance |
| 2 | L2₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Failed to submit documents in line with PQC. |
| Sl No | Description | Qty | Unit | KK CONSTRUCTIONS L2 | Mathew Benoy Palathinkal L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing jungle, including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth up to 30cm measured at a height of 1m above ground level and removal of rubbish for all lifts and leads up to 1km outside the periphery of the area cleared, but within the premises of FACT. | 600 | M2 | 350 ₹2,10,000 | 10 ₹6,000 Lowest |
| 2.00 | Carrying out land survey for establishing existing ground levels and benchmarks along the proposed storm water drain route, for 6m width, by taking spot levels at 3m interval in both directions including marking all land features within 6m width and submission of survey drawing in CAD format. | 1 | LS | 3,23,350 ₹3,23,350 | 30,000 ₹30,000 Lowest |
| 3.00 | Demolishing stone rubble masonry (dry rubble or random rubble in cement / lime mortar) manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material for all lifts and leads up to 1km outside the periphery of the area cleared, but within the premises of FACT as per direction of Engineer in-charge. | 10 | M3 | 4,000 ₹40,000 | 1,400 ₹14,000 Lowest |
| 4.00 | Demolishing cement concrete with or without reinforcement manually/ by mechanical means without separating the reinforcement and disposal of entire demolished material for all lifts and leads up to 1km outside the periphery of the area cleared, but within the premises of FACT as per direction of Engineer in-charge. | 10 | M3 | 5,000 ₹50,000 | 2,100 ₹21,000 Lowest |
| 5.00 | Demolishing brick masonry (clay or concrete in cement / lime mortar) manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material for all lifts and leads up to 1km outside the periphery of the area cleared, but within the premises of FACT as per direction of Engineer in-charge. | 5 | M3 | 3,000 ₹15,000 | 1,900 ₹9,500 Lowest |
| 6.00 | Dismantling existing rails and earthing connections from the sleepers by necessary means without damaging the rails and keeping the same at locations pointed out by Engineer in-charge and re-attaching the same to the sleepers after placement of pre-cast culverts in position, checking alignments and levels of the rails and making the tracks worthy of movement of locomotives and wagons. Work shall be carried out as per ‘Special conditions of contract for the maintenance of Rail siding’. Rates quoted for the length of rails (2 rails per track) dismantled shall include engaging specialised labour available at FACT, Tools and all other charges to complete the work as specified. | 210 | M | 2,000 ₹4,20,000 | 250 ₹52,500 Lowest |
| 7.00 | Removal of existing sleepers (all types) from their existing positions in track by necessary means and stacking at locations pointed out by Engineer in charge and re-laying the same in positions on compacted ballast and earth / sand for laying the rail tracks over them and repacking with ballast and sand / earth available at site (within 2kms), after laying the rails. Work shall be carried out as per ‘Special conditions of contract for the maintenance of Rail siding’. Rates quoted for the number of sleepers reattached shall include engaging specialised labour available at FACT, Tools and all other charges to complete the work as specified. | 48 | NO | 8,000 ₹3,84,000 | 210 ₹10,080 Lowest |
| 8.00 | Earth work in open excavation in all kinds of soil including hard laterite not requiring blasting, by mechanical means (Hydraulic excavator) / manual means over large areas including getting out and disposal /stacking of excavated earth in for all lifts and leads up to 1km within the premises of FACT, as directed by Engineer in-charge. | 200 | M3 | 800 ₹1,60,000 | 270 ₹54,000 Lowest |
| 9.00 | Earth work in excavation in all kinds of soil including hard laterite not requiring blasting by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains, including dressing of sides and ramming of bottoms, keeping the sides from collapsing and bailing out water to keep the trenches dry for concreting, for lift up to 1.5m, including getting out the excavated soil, back filling after construction of foundation or trenches/drain, in layers of 200mm and compacting each layer with plate compactors or by other manual means and disposal of surplus excavated soil as directed, for leads up to 1km within the premises of FACT as directed by Engineer in-charge. Item measured on excavation with 30cm additional width all around the footing / sides of trenches or drains. Contractor shall do necessary pumping out of water in water-logged area and provide necessary shoring, sheet piling and planking in areas where there are chances of collapse of earth sides at no extra cost. | 1,100 | M3 | 750 ₹8,25,000 | 520 ₹5,72,000 Lowest |
| 10.00 | Extra for excavation beyond 1.5m depth but below 3.0 metres including, necessary pumping out of water in water-logged area and provide necessary shoring, sheet piling and planking in areas where there are chances of collapse of earth sides at no extra cost. | 400 | M3 | 1,100 ₹4,40,000 | 100 ₹40,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹1 L
Closing Date
13 Apr 2026, 11:00 amClosed
SM(Mat) C
Contracts Dept. Corporate Materials FACT Udyogamandal
Construction of new storm water drain from battery limit of new NPK plant at FACT CD, as per tender documents.
2026_FACT_902672_1
04031/2025-2026/E33290
Open Tender
Miscellaneous Works
Item Rate
270 days
FACT CD, Ambalamedu
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹1 L
Yes
27 Jul 2026
16 Mar 2026
14 Apr 2026
16 Mar 2026
13 Apr 2026
16 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing jungle, including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth up to 30cm measured at a height of 1m above ground level and removal of rubbish for all lifts and leads up to 1km outside the periphery of the area cleared, but within the premises of FACT. | - | M2 | - | - |
| 2 | Carrying out land survey for establishing existing ground levels and benchmarks along the proposed storm water drain route, for 6m width, by taking spot levels at 3m interval in both directions including marking all land features within 6m width and submission of survey drawing in CAD format. | - | LS | - | - |
| 3 | Demolishing stone rubble masonry (dry rubble or random rubble in cement / lime mortar) manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material for all lifts and leads up to 1km outside the periphery of the area cleared, but within the premises of FACT as per direction of Engineer in-charge. | - | M3 | - | - |
| 4 | Demolishing cement concrete with or without reinforcement manually/ by mechanical means without separating the reinforcement and disposal of entire demolished material for all lifts and leads up to 1km outside the periphery of the area cleared, but within the premises of FACT as per direction of Engineer in-charge. | - | M3 | - | - |
| 5 | Demolishing brick masonry (clay or concrete in cement / lime mortar) manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material for all lifts and leads up to 1km outside the periphery of the area cleared, but within the premises of FACT as per direction of Engineer in-charge. | - | M3 | - | - |
| 6 | Dismantling existing rails and earthing connections from the sleepers by necessary means without damaging the rails and keeping the same at locations pointed out by Engineer in-charge and re-attaching the same to the sleepers after placement of pre-cast culverts in position, checking alignments and levels of the rails and making the tracks worthy of movement of locomotives and wagons. Work shall be carried out as per ‘Special conditions of contract for the maintenance of Rail siding’. Rates quoted for the length of rails (2 rails per track) dismantled shall include engaging specialised labour available at FACT, Tools and all other charges to complete the work as specified. | - | M | - | - |
| 7 | Removal of existing sleepers (all types) from their existing positions in track by necessary means and stacking at locations pointed out by Engineer in charge and re-laying the same in positions on compacted ballast and earth / sand for laying the rail tracks over them and repacking with ballast and sand / earth available at site (within 2kms), after laying the rails. Work shall be carried out as per ‘Special conditions of contract for the maintenance of Rail siding’. Rates quoted for the number of sleepers reattached shall include engaging specialised labour available at FACT, Tools and all other charges to complete the work as specified. | - | NO | - | - |
| 8 | Earth work in open excavation in all kinds of soil including hard laterite not requiring blasting, by mechanical means (Hydraulic excavator) / manual means over large areas including getting out and disposal /stacking of excavated earth in for all lifts and leads up to 1km within the premises of FACT, as directed by Engineer in-charge. | - | M3 | - | - |
| 9 | Earth work in excavation in all kinds of soil including hard laterite not requiring blasting by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains, including dressing of sides and ramming of bottoms, keeping the sides from collapsing and bailing out water to keep the trenches dry for concreting, for lift up to 1.5m, including getting out the excavated soil, back filling after construction of foundation or trenches/drain, in layers of 200mm and compacting each layer with plate compactors or by other manual means and disposal of surplus excavated soil as directed, for leads up to 1km within the premises of FACT as directed by Engineer in-charge. Item measured on excavation with 30cm additional width all around the footing / sides of trenches or drains. Contractor shall do necessary pumping out of water in water-logged area and provide necessary shoring, sheet piling and planking in areas where there are chances of collapse of earth sides at no extra cost. | - | M3 | - | - |
| 10 | Extra for excavation beyond 1.5m depth but below 3.0 metres including, necessary pumping out of water in water-logged area and provide necessary shoring, sheet piling and planking in areas where there are chances of collapse of earth sides at no extra cost. | - | M3 | - | - |
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