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Budget Work -Construction Of Box Culvert And Widening Of Road Budget Work -Construction Of Box Culvert And Widening Of RoadIncluding Land Acquisition In Thoppumpady - Edakochi Road, KAKKANAD-Kerala

Public Works Department-PWD has published Budget Work -Construction Of Box Culvert And Widening Of Road Budget Work -Construction Of Box Culvert And Widening Of RoadIncluding Land Acquisition In Thoppumpady - Edakochi Road. Submission Date for this Tender is 06-10-2020. Road Repair Tenders in KAKKANAD Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

25550714
Budget Work -Construction Of Box Culvert And Widening Of Road Budget Work -Construction Of Box Culvert And Widening Of RoadIncluding Land Acquisition In Thoppumpady - Edakochi Road
Open Tender
Indian
Kerala
KAKKANAD
06-10-2020

Tender Details

Budget Work -Construction Of Box Culvert And Widening Of Road Budget Work -Construction Of Box Culvert And Widening Of RoadIncluding Land Acquisition In Thoppumpady - Edakochi Road

Key Value

Document Fees
INR 2760 /-
EMD
INR 50000.0 /-
Tender Value
INR 42.81 Lakhs /-

BOQ Items

Work Name:Budget Work -Construction of Box Culvert and Widening of road including Land Acquisition in Thoppumpady - Edakochi Road
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Box Culvert BI01010001010000000000000515BI0100001113
2 1.01 2.4.2.A : 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 Mechanical Means <br>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 Cement Concrete Grade M-15 & M-20 - By Mechanical Means BI01010001010000000000000515BI0100001114 24 cum
3 1.02 2.4.4.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> Dismantling Stone Masonry - Rubble stone masonry in cement mortar.<br>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 Dismantling Stone Masonry - Rubble stone masonry in cement mortar. BI01010001010000000000000515BI0100001115 50.4 cum
4 1.03 3.13.5.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>\nMarshy soil - Mechanical Means<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. Marshy soil - Mechanical Means BI01010001010000000000000515BI0100001116 276.25 cum
5 1.04 od14643/2019_2020 : Putting up ring bund of size not less than 1.500M wide at top 3.00M wide a botom, using coconut wood 200 to 300 mm dia, driving down for anaverage depth of 2.50M and for an average height of 2.500M (total height of 5.00M) with half split coconut piles in two rows at 60 cm c/c, half split coconut wood horizontals a 60 cm c/c,1/3 split coconut wood cross ties for connecting two rows 120 cm c/, tied with coir yarn and wire rope, providing new bamboo double mat thatties and filling the inside withcontractors own gravely earth and maintainng the bund throughout the period of constructionand dismantiling the materials, removing the earth and cleaning after completion of work etc. complete as per the directions of deptl. officers at site. BI01010001010000000000000515BI0100001117 20 metre
6 1.05 od14716/2019_2020 : Bailing out water using 5 H P Motor and pump set conveyance charges ,cost of oils etc.. complete BI01010001010000000000000515BI0100001118 540 hour
7 1.06 od14645/2019_2020 : Supplying fully matured coconut stems of size 200 to 300mm dia for pilling BI01010001010000000000000515BI0100001119 140 metre
8 1.07 od14646/2019_2020 : Driving down coconut piles of 200mm to 300mm dia through approved lines and levels and various strata incl. all cost and hire charges for all machineries for driving all labour charges etc. complete as per the directions of deptl. officers at site. BI01010001010000000000000515BI0100001120 140 metre
9 1.08 od14658/2019_2020 : Cutting and removing the excess length of coconut pile BI01010001010000000000000515BI0100001121 35 each
10 1.09 15.9 : Construction of dry rubble flooring at cross drainage works for relatively less important works.Construction of dry rubble flooring at cross drainage works for relatively less important works. BI01010001010000000000000515BI0100001122 85.35 cum
11 1.1 4.12 : Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. BI01010001010000000000000515BI0100001123 45.8 cum
12 1.11 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. BI01010001010000000000000515BI0100001124 33.04 cum
13 1.12 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 BI01010001010000000000000515BI0100001125 76.55 cum
14 1.13 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) BI01010001010000000000000515BI0100001126 10 cum
15 1.14 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 BI01010001010000000000000515BI0100001127 116.229 cum
16 1.15 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 BI01010001010000000000000515BI0100001128 18.076 MT
17 1.16 8.8 : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfacesPainting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces BI01010001010000000000000515BI0100001129 52.16 sqm
18 1.17 55.22 : Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. BI01010001010000000000000515BI0100001130 160 sqm
19 1.18 2.1.4 : Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit <br>Girth above 1800 mmCutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit Girth above 1800 mm BI01010001010000000000000515BI0100001131 2 each
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