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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹14.3 L+₹65,802.36 (4.81%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹16.6 L+₹2.9 L (21.4%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | G.Premakumarannair L2 | LEESTER AE L3 | SHANAVAS A L1 |
|---|---|---|---|---|---|---|
| 1.00Construction of Manholes | ||||||
| 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. | 2 | cum | 445.99 ₹891.98 | 445.99 ₹891.98 | 401.39 ₹802.78 Lowest |
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 30 | cum | 367.72 ₹11,031.6 | 367.72 ₹11,031.6 | 330.95 ₹9,928.5 Lowest |
| 1.00 | OD58553/2026-2027:Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m for 2nd depth of 1.50m to 3.0m in all kinds of soil. | 30 | cum | 501.66 ₹15,049.8 | 501.66 ₹15,049.8 | 451.49 ₹13,544.7 Lowest |
| 1.00 | OD58554/2026-2027:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 3rd depth of 3.00m to 4.50m | 20 | cum | 635.6 ₹12,712 | 635.6 ₹12,712 | 572.04 ₹11,440.8 Lowest |
| 1.00 | 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. | 50 | metre | 113.87 ₹5,693.5 | 113.87 ₹5,693.5 | 102.48 ₹5,124 Lowest |
| 1.01 | 2.17.1:Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5 m | 60 | sqm | 182.7 ₹10,962 | 182.7 ₹10,962 | 164.43 ₹9,865.8 Lowest |
| 1.01 | 2.17.2:Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m | 60 | sqm | 217.12 ₹13,027.2 | 217.12 ₹13,027.2 | 195.41 ₹11,724.6 Lowest |
| 1.01 | 2.17.3:Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered).Depth exceeding 3 m but not exceeding 4.5 m | 40 | sqm | 253.33 ₹10,133.2 | 253.33 ₹10,133.2 | 228 ₹9,120 Lowest |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 10.4 | sqm | 394.74 ₹4,105.3 | 394.74 ₹4,105.3 | 355.27 ₹3,694.81 Lowest |
Tender Value
₹15.2 L
EMD Value
₹38,019
Closing Date
3 Sept 2026, 3:00 pmClosed
Executive Engineer
O/o Executive Engineer, Sewerage Division, Pattoor, Thiruvananthapuram
State Plan-Construction of New Manholes and Raising of manhole covers in the areas under Sewerage Section , Sasthamangalam-State Plan 2026-2027 - Construction of New Manholes and Raising of manhole covers at various places of WEST RC AREA
2026_KWA_866590_1
WRD/KWA-CE(SR)/TR/13386/2026
Open Tender
Civil Works - Others
Item Rate
60 days
Thiruvananthapuram
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,760
₹38,019
Yes
7 Oct 2026
24 Aug 2026
7 Sept 2026
24 Aug 2026
3 Sept 2026
24 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Manholes | |||||
| 1.001 | 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 | - | - |
| 1.002 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | - | cum | - | - |
| 1.003 | OD58553/2026-2027:Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m for 2nd depth of 1.50m to 3.0m in all kinds of soil. | - | cum | - | - |
| 1.004 | OD58554/2026-2027:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 3rd depth of 3.00m to 4.50m | - | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 2.17.1:Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5 m | - | sqm | - | - |
| 1.007 | 2.17.2:Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m | - | sqm | - | - |
| 1.008 | 2.17.3:Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered).Depth exceeding 3 m but not exceeding 4.5 m | - | sqm | - | - |
| 1.009 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
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