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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.1 LAccepted-AOC | ₹2.1 L | 1 | Accepted-AOC Lowest |
| 2 | 2₹2.2 L+₹7,020 (3.31%)Rejected-AOC KALAYIL VEEDU VETTITHITTA P O | ₹2.2 L+₹7,020 (3.31%) | 2 | Rejected-AOC Second Lowest |
| Sl No | Description | Qty | Unit | SHAJIMON B L1 | MOHANAN NAIR L2 |
|---|---|---|---|---|---|
| 1.00Reconstruction | |||||
| 1.01 | 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 | 22.44 | cum | 2,050 ₹46,002 Lowest | 2,350 ₹52,734 |
| 1.02 | 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 | 3.96 | cum | 350 ₹1,386 Lowest | 350 ₹1,386 Lowest |
| 1.03 | DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site (Based on DAR 60.7.8) | 3.96 | cum | 1,550 ₹6,138 Lowest | 1,550 ₹6,138 Lowest |
| 1.04 | RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). ( Based on DAR 60.7.9 ) | 7.26 | cum | 5,750 ₹41,745 Lowest | 5,750 ₹41,745 Lowest |
| 1.05 | 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) | 11.22 | cum | 8,500 ₹95,370 Lowest | 8,500 ₹95,370 Lowest |
| 1.06 | PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, onveyance, labour charges etc. complete. (Based on DAR 60.6) | 8.4 | Meter | 360 ₹3,024 Lowest | 360 ₹3,024 Lowest |
| 1.07 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.9 | Cum | 10,200 ₹9,180 Lowest | 10,200 ₹9,180 Lowest |
| 1.08 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 72 | Kg | 111 ₹7,992 Lowest | 115 ₹8,280 |
| 1.09 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 3.6 | Sqm | 350 ₹1,260 Lowest | 350 ₹1,260 Lowest |
Tender Value
₹2.2 L
EMD Value
₹5,600
Closing Date
13 Jan 2026, 5:00 pmClosed
The Managing Director
KTDC, Mascot Square, Vikas Bhavan P O, Thiruvananthapuram- 695033
Reconstruction of Protective Wall at Motel Araam, Punalur.
2025_KTDC_819889_1
AE/KTDC/EW/Protect-wall/MA PU/2025
Open Tender
Civil Works - Others
Item Rate
90 days
Punalur
Please refer Tender documents.
8 documents required · 8 mandatory
₹590
₹5,600
30 Jul 2026
1 Jan 2026
15 Jan 2026
1 Jan 2026
13 Jan 2026
1 Jan 2026
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
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
DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site (Based on DAR 60.7.8)
RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). ( Based on DAR 60.7.9 )
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)
PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, onveyance, labour charges etc. complete. (Based on DAR 60.6)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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