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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAccepted-Finance PUTHALATHU KIZHAKKRTHARA PADA S | PATHANAMTHITTA | KERALA | 689694 | ₹5.8 L | L1 | Accepted-Finance L1 |
| Sl No | Description | Qty | Unit | REGHUNATHAN PILLAI L1 |
|---|---|---|---|---|
| 1.00waiting shed | ||||
| 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. | 0.32 | cum | 3,601.1 ₹1,166.76 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 | 4.7 | cum | 2,089 ₹9,826.66 Lowest |
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 6.08 | cum | 2,496 ₹15,185.66 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 | 9.19 | cum | 352 ₹3,233.47 Lowest |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 3.68 | cum | 7,790 ₹28,659.41 Lowest |
| 1.01 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 8.12 | cum | 8,180 ₹66,405.24 Lowest |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 26.2 | metre | 225.8 ₹5,915.96 Lowest |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 3.01 | sqm | 953 ₹2,868.53 Lowest |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 4.89 | sqm | 751 ₹3,672.39 Lowest |
Tender Value
₹5.9 L
EMD Value
₹14,818
Closing Date
30 May 2026, 5:00 pmClosed
Assistant Executive Engineer
O o Assistant Executive Engineer PWD Roads Sub Division Karunagappally
MLA SDF 2025 26 Construction of waiting shed at Kuttippuram inPuthiyakavu Chakkuvally road Thazhava GP GeneralCivil Work
2026_PWD_826799_5
PWD/RB/TR/11285/2025_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
Karunagappally
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,310
Yes
₹14,818
Yes
5 Sept 2026
20 May 2026
3 Jun 2026
20 May 2026
30 May 2026
20 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1waiting shed | |||||
| 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. | - | 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 | 1 | cum | - | - |
| 1.003 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 1 | cum | - | - |
| 1.004 | 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 | 1 | cum | - | - |
| 1.005 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.006 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| 1.007 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 1 | metre | - | - |
| 1.008 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 1 | sqm | - | - |
| 1.009 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
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