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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance KATHANAPARAMBIL PUTHENVELIKKARA COCHI MUNICIPAL CORPORATION KOCHI | KOCHI | ERNAKULAM | KERALA | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹1.1 Cr
EMD Value
₹50,000
Closing Date
14 Mar 2026, 6:00 pmClosed
ASSISTANT EXCECUTIVE ENGINEER
ASSISTANT EXCECUTIVE ENGINEER,EDAPPALLY ZONAL OFFICE
EYE1/797702/25-RECONSTRUCTION OF THRIVENI THODU AND TILE RELAYING IN DIV.35-GENERAL FUND-EDAPPALLY ZONAL-General Civil Work
2026_LSGD_845548_4
EYE2/7600/22
Open Tender
Civil Works - Roads
Item Rate
180 days
EDAPPALLY ZONAL OFFICE
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,950
₹50,000
16 Mar 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
14 Mar 2026
9 Mar 2026
Protection and covering slab
2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry
2.5.1.C:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (I) By Manual Means (C) Reinforced Cement Concrete
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD433306/2025-2026:Providing Z steel sheet pile of size 400x185x7.5/8.5 driving down vertically in lines and levels interlocking with adjacent piles with suitable pile driving unit and all accessories including all labour hire charges etc. complete and as per the directions of departmental officers at site. Assuming material become unserviceable after use of 25 times adding for maintenance @ 10% of cost. Taking salvage value after full use of materials @ 25 % of cost.
OD433309/2025-2026:Bailing out water using pump above 5HP and upto 10HP- Bailing out water with engine and pump set above 5HP and up to 10HP,including conveyance to site and erection ,cost of fuel,lubrication oil and other stores,pay of staff etc complete.Modified 60.2.3
OD433307/2025-2026:DR packing under foundation-Dry stone packing under foundation with DEPARTMENT RUBBLE.complete as per direction of departmental officers at site
OD433308/2025-2026:DR Packing under foundation-Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per the direction of departmental officers at site
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD433311/2025-2026::Taking out existing CC interlocking paver blocks foot path/ central verge, including removal of rubbish etc. disposal of unserviceable material to the dumping ground , for which payment shall be made separately and stacking of serviceable material within 50.00m lead as per direction of Engineer- in charge
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
OD433313/2025-2026:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydralic blocks of approved size, design and shape laid in crushed stone chipping 6.7mm size 100mm passing 9.5 mm and retained on 2.36mm using plate vibrator etc. as per the departmental specification
OD433310/2025-2026:Laying old cement concrete interlocking paver block of any design/ shape laid in required line , level, curvature, colour, and pattern over and including 50mm thick compacted bed of 6.7mm metal. all complete as per the direction of Engineer-in -charge (old CC paver block shall be supplied by the department free of cost)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD433312/2025-2026:Man coolie
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