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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAccepted-AOC | ₹9.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹9.9 LRejected-Finance | ₹9.9 L | L2 | Rejected-Finance L2 |
| 3 | L3₹10.2 LRejected-Finance | ₹10.2 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | ANEESH A J L3 | sudheer L1 | ANEESH KUMAR A J L2 |
|---|---|---|---|---|---|---|
| 1.00sewer line work | ||||||
| 1.00 | 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. | 87 | metre | 23.98 ₹2,086.26 | 22.17 ₹1,928.79 | 23.1 ₹2,009.70 |
| 1.00 | 15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge. | 3.5 | cum | 385.78 ₹1,350.23 | 356.79 ₹1,248.77 | 370.17 ₹1,295.60 |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 1.7 | cum | 2,225.52 ₹3,783.38 | 2,058.29 ₹3,499.09 | 2,135.47 ₹3,630.30 |
| 1.00 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. | 138.75 | cum | 599.67 ₹83,204.21 | 554.6 ₹76,950.75 | 575.41 ₹79,838.14 |
| 1.00 | 100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. | 53.77 | cum | 715.52 ₹38,473.51 | 661.75 ₹35,582.30 | 686.57 ₹36,916.87 |
| 1.01 | 100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals. | 222 | metre | 98.5 ₹21,867 | 91.1 ₹20,224.20 | 48 ₹10,656 |
| 1.01 | 2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m | 277.5 | sqm | 147.36 ₹40,892.40 | 136.29 ₹37,820.48 | 141.4 ₹39,238.50 |
| 1.01 | 2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m | 107.54 | sqm | 161.41 ₹17,358.03 | 149.28 ₹16,053.57 | 154.88 ₹16,655.80 |
| 1.01 | 100.43.3:Conveying, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc., complete (excluding cost of pipes): 200mm diameter pipe. | 84 | metre | 376.79 ₹31,650.36 | 348.48 ₹29,272.32 | 361.55 ₹30,370.20 |
Tender Value
₹11.8 L
EMD Value
₹29,622
Closing Date
23 May 2026, 3:00 pmClosed
Executive Engineer
Sewerage Division Pattoor Thiruvananthapuram
DEPOSIT Thiruvananthapuram Corporation Sewerage connection Providing Sewerage connection to Corporation Slaughterhouse at Kunnukuzhi Sewerage Work
2026_KWA_851520_1
WRD/KWA-CE(SR)/TR/18756/2025
Open Tender
Civil Works - Others
Thiruvananthaouram
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,760
Yes
₹29,622
Yes
8 Jun 2026
16 May 2026
25 May 2026
16 May 2026
23 May 2026
16 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1sewer line work | ||||||
| 1.001 | 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. | - | metre | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge. | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals. | - | metre | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m | - | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m | - | sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 100.43.3:Conveying, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc., complete (excluding cost of pipes): 200mm diameter pipe. | - | metre | - | - | BI01010001010000000000000515BI0100001122 |
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