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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹27.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹27.9 L+₹20,105.89 (0.73%)Admitted-Fee/PreQual/Technical/Finance | ₹27.9 L+₹20,105.89 (0.73%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹28.0 L+₹31,453.59 (1.13%)Admitted-Fee/PreQual/Technical/Finance | ₹28.0 L+₹31,453.59 (1.13%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | george varghese L1 | Sabumon Lukose L2 | RONY GEORGE L3 |
|---|---|---|---|---|---|---|
| 1.00Appendix A - Construction of new lift - 1 Nos. (under Building section ranny) | ||||||
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 3.15 | cum | 3,671 ₹11,563.65 Lowest | 3,700 ₹11,655 | 3,671 ₹11,563.65 Lowest |
| 1.00 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 2.25 | cum | 2,129 ₹4,790.25 Lowest | 2,200 ₹4,950 | 2,129 ₹4,790.25 Lowest |
| 1.00 | 15.13.1:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metres and below | 1 | each | 148 ₹148 Lowest | 150 ₹150 | 148 ₹148 Lowest |
| 1.00 | 15.23.2:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm | 36 | sqm | 117 ₹4,212 Lowest | 118 ₹4,248 | 117 ₹4,212 Lowest |
| 1.00 | 15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | 35 | sqm | 170 ₹5,950 Lowest | 171 ₹5,985 | 170 ₹5,950 Lowest |
| 1.01 | 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 | 47.84 | cum | 359 ₹17,174.56 Lowest | 400 ₹19,136 | 400 ₹19,136 |
| 1.01 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 20.24 | cum | 131 ₹2,651.44 Lowest | 150 ₹3,036 | 131 ₹2,651.44 Lowest |
| 1.01 | OD284906/2025-2026:Earth work excavation by Chemical blasting in hard rock by drilling holes of suitable dia @ 50 cm centre to centre and filling with suitable chemicals, including stacking for measurement of blasted rock etc complete. | 3.54 | cum | 3,376 ₹11,951.04 Lowest | 5,000 ₹17,700 | 3,376 ₹11,951.04 Lowest |
| 1.01 | OD289635/2025-2026:DOWEL BARS - Supplying and Providing MS dowel bars of size 25 mm dia of 2.0m long (1m in rock and 1m in concrete ) including drilling holes of 30mm dia and filling the gap with cement grout( 0.50kg/each) etc complete | 10 | each | 994 ₹9,940 Lowest | 1,000 ₹10,000 | 994 ₹9,940 Lowest |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
20 Aug 2026, 11:00 amClosed
the Executive engineer PWD Buildings division Kott
Office of the Executive engineer PWD Buildings division kottayam
GENERAL-Construction of lift for Disabled persons in Family Court Ettumanoor - Construction of lift for Disabled persons in Family Court Ettumanoor-General Civil Work
2026_PWD_838343_5
PWD/BLDG/TR/1259/2023_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
365 days
kottayam
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
29 Aug 2026
10 Aug 2026
22 Aug 2026
10 Aug 2026
20 Aug 2026
10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A - Construction of new lift - 1 Nos. (under Building section ranny) | |||||
| 1.001 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 1 | cum | - | - |
| 1.002 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | - | cum | - | - |
| 1.003 | 15.13.1:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metres and below | - | each | - | - |
| 1.004 | 15.23.2:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm | - | sqm | - | - |
| 1.005 | 15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | - | sqm | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 1 | cum | - | - |
| 1.008 | OD284906/2025-2026:Earth work excavation by Chemical blasting in hard rock by drilling holes of suitable dia @ 50 cm centre to centre and filling with suitable chemicals, including stacking for measurement of blasted rock etc complete. | - | cum | - | - |
| 1.009 | OD289635/2025-2026:DOWEL BARS - Supplying and Providing MS dowel bars of size 25 mm dia of 2.0m long (1m in rock and 1m in concrete ) including drilling holes of 30mm dia and filling the gap with cement grout( 0.50kg/each) etc complete | - | each | - | - |
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