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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.4 LAdmitted-Finance CHITTATHARA HOUSE MANAKKAPPADY KARUMALLOOR P O | ₹11.4 L | L1 | Admitted-Finance |
| 2 | L2₹11.5 L+₹9,716.54 (0.85%)Admitted-Finance | ₹11.5 L+₹9,716.54 (0.85%) | L2 | Admitted-Finance |
| 3 | L3₹11.9 L+₹55,881.54 (4.91%)Admitted-Finance MOLEKUDIYIL NELLAD MUVATTUPUZHA NELLAD 686661 | MUVATTUPUZHA | ERNAKULAM | KERALA | 686661 | ₹11.9 L+₹55,881.54 (4.91%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | JAYADEEP C A L1 | MC ELDO AND CO. L3 | P T DOMINI L2 |
|---|---|---|---|---|---|---|
| 1.00Reconstructing damaged retaining wall cum parapet wall | ||||||
| 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 | 24 | cum | 2,008 ₹48,192 Lowest | 2,106.41 ₹50,553.84 | 2,120 ₹50,880 |
| 1.00 | 15.9.1: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 Lime Mortar | 35.1 | cum | 1,129 ₹39,627.9 Lowest | 1,184.15 ₹41,563.67 | 1,190 ₹41,769 |
| 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 | 12 | cum | 339 ₹4,068 | 355.76 ₹4,269.12 | 300 ₹3,600 Lowest |
| 1.00 | OD392854/2025-2026:Random rubble masonry in cement mortar 1:6 (1 cement: 6 coarse sand) with hard stone in foundation and basement upto plinth level | 53.24 | cum | 5,150 ₹2,74,186 Lowest | 5,541.47 ₹2,95,027.86 | 5,550 ₹2,95,482 |
| 1.00 | OD31109/2026-2027:Random rubble masonry with hard stone (departmental rubble) in foundation and plinth up to plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | 21.06 | cum | 3,150 ₹66,339 | 3,396.19 ₹71,523.76 | 2,800 ₹58,968 Lowest |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.18 | cum | 9,400 ₹39,292 | 9,854.32 ₹41,191.06 | 9,200 ₹38,456 Lowest |
| 1.01 | 5.22.6: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 | 209 | kilogram | 106 ₹22,154 | 111.19 ₹23,238.71 | 100 ₹20,900 Lowest |
| 1.01 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.05 | cum | 8,700 ₹35,235 Lowest | 9,134.37 ₹36,994.2 | 9,000 ₹36,450 |
| 1.01 | 4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 20 mm nominal size derived from natural sources) | 10.41 | cum | 10,450 ₹1,08,815.85 | 10,967.8 ₹1,14,207.7 | 10,050 ₹1,04,650.65 Lowest |
Tender Value
Refer Docs
EMD Value
₹30,200
Closing Date
14 Sept 2026, 11:00 amClosed
The Executive Engineer TDB,Kottayam
Office of the Executive Engineer, TDB, Kottayam- 686001
Kakkanad Pattupurakkavu Devaswom- Paravur Group- Reconstructing the damaged retaining wall cum parapet wall at North and East side of the temple
2026_TDB_868325_1
TDB/EEK/ET-30/2026-27
Open Tender
Civil Works - Others
Item Rate
240 days
Kakkanad Pattupurakkavu Devaswom
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,891
₹30,200
16 Sept 2026
8 Sept 2026
15 Sept 2026
8 Sept 2026
14 Sept 2026
8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Reconstructing damaged retaining wall cum parapet wall | |||||
| 1.001 | 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 | 24 | cum | - | - |
| 1.002 | 15.9.1: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 Lime Mortar | 35.1 | cum | - | - |
| 1.003 | 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 | 12 | cum | - | - |
| 1.004 | OD392854/2025-2026:Random rubble masonry in cement mortar 1:6 (1 cement: 6 coarse sand) with hard stone in foundation and basement upto plinth level | 53.24 | cum | - | - |
| 1.005 | OD31109/2026-2027:Random rubble masonry with hard stone (departmental rubble) in foundation and plinth up to plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | 21.06 | cum | - | - |
| 1.006 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.18 | cum | - | - |
| 1.007 | 5.22.6: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 | 209 | kilogram | - | - |
| 1.008 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.05 | cum | - | - |
| 1.009 | 4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 20 mm nominal size derived from natural sources) | 10.41 | cum | - | - |
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