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Sltf Works 2019 20 Urgent Reconstruction Of Damaged Drain In Pa Road And Sreekrishna Temple Road Manappuram Bridge Junction Aluva Muncipal Parksreekrishna Temple Bank Jn, Aluva-Kerala

Public Works Department-PWD has published Sltf Works 2019 20 Urgent Reconstruction Of Damaged Drain In Pa Road And Sreekrishna Temple Road Manappuram Bridge Junction Aluva Muncipal Parksreekrishna Temple Bank Jn. Submission Date for this Tender is 02-05-2020. Bridge Work Tenders in Aluva Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

24141487
Corrigendum : Sltf Works 2019 20 Urgent Reconstruction Of Damaged Drain In Pa Road And Sreekrishna Temple Road Manappuram Bridge Junction Aluva Muncipal Parksreekrishna Temple Bank Jn
Open Tender
Indian
Kerala
Aluva
02-05-2020

Tender Details

Sltf Works 2019 20 Urgent Reconstruction Of Damaged Drain In Pa Road And Sreekrishna Temple Road Manappuram Bridge Junction Aluva Muncipal Parksreekrishna Temple Bank Jn

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 17-Apr-2020 dateextension Date 28-04-2020
2 29-Apr-2020 Data extension Date 02-05-2020

Key Value

Document Fees
INR 2760 /-
EMD
INR 50000.0 /-
Tender Value
INR 22.27 Lakhs /-

BOQ Items

Work Name:SLTF Works 2019-20- Urgent reconstruction of damaged drain in PA road and Sreekrishna temple road (Manappuram bridge junction -Aluva Muncipal park-Sreekrishna temple-Bank jn)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Reconstruction of drain BI01010001010000000000000515BI0100001113
2 1.01 3.13.1.B : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.<br>\n Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) BI01010001010000000000000515BI0100001114 28.875 cum
3 1.02 2.4.1.B : 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 metres - <br>\nCement Concrete Grade M-15 & M-20. - By Manual MeansDismantling 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 metres - Cement Concrete Grade M-15 & M-20. - By Manual Means BI01010001010000000000000515BI0100001115 120 cum
4 1.03 12.4 : Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. BI01010001010000000000000515BI0100001116 49.25 cum
5 1.04 12.8.1.C.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br>\n RCC Grade M20 - Using Concrete Mixer <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer BI01010001010000000000000515BI0100001117 35.61 cum
6 1.05 12.8.A.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br>\nPCC Grade M15 <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 BI01010001010000000000000515BI0100001118 108 cum
7 1.06 12.8.1.C : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br>\n RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) BI01010001010000000000000515BI0100001119 11.5 cum
8 1.07 12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical SpecificationsSupply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications BI01010001010000000000000515BI0100001120 2.903 MT
9 1.08 od38410/2019_2020 : Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3 ( 1 cement : 3 coarse sand), including making joints with groves ( thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage openings wherever required complete etc as per direction of Engineer-in-charge( length of finished kerb shall be measure for payment). (Precast C.C kerb stone shall be approved by Engineer-in-Charge) ( based on CPWD data 16.69) BI01010001010000000000000515BI0100001121 22.5 cum
10 1.09 od38411/2019_2020 : Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design &amp; shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. BI01010001010000000000000515BI0100001122 300 sqm
11 1.1 od38412/2019_2020 : Coolies engaged for clearing accumulated silt & dirt, removing collected debris, removing and replacing RCC cover slabs etc. complete BI01010001010000000000000515BI0100001123 15 Day
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