Kerala State Industrial Developmenet Corporation-KSIDC has published Construction Of Compound Wall And Establishment Of Internal Water Distribution System At Ksidc Investment Zone ( Kiz ) , Kanalpirivu Palakkad . . Submission Date for this Tender is 18-02-2020. Wall construction Tenders in Kanalpirivu, Palakkad Kerala. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of compound wall and Establishment of internal water distribution system in KSIDC Investment Zone(KIZ) at Palakkad. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 1 PART A - 2215 meter Compound wall | |||
| 2 | 1.01 | Dismantling and stacking within 1000 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of RCC\n | 844 | Each | |
| 3 | 1.02 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 1000 metres lead. | 3795 | kg | |
| 4 | 1.03 | 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-charge : In cement mortar cum | 32.5 | m3 | |
| 5 | 1.04 | Demolishing brick work /solid block 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. | 9.52 | m3 | |
| 6 | 1.05 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 1.25 | m3 | |
| 7 | 1.06 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 4400 | m2 | |
| 8 | 1.07 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth upto and including 60 cm girth | 48 | each | |
| 9 | 1.08 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 60cm girth upto and including120 cm girth | 35 | each | |
| 10 | 1.09 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 120cm girth upto and including 240 cm girth | 30 | each | |
| 11 | 1.1 | 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 upto 1.5 m,including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 1062.9 | m3 | |
| 12 | 1.11 | Filling excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,\nconsolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 92.1 | m3 | |
| 13 | 1.12 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.\n All kinds of soil | 51.93 | m3 | |
| 14 | 1.13 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) | 170.58 | m3 | |
| 15 | 1.14 | 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 20mm nominal size). | 160.1 | m3 | |
| 16 | 1.15 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 121.67 | m3 | |
| 17 | 1.16 | Centering and shuttering includingstrutting, propping etc. and removal of form for all heights | 1623.39 | m2 | |
| 18 | 1.17 | 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 | 19092 | kg | |
| 19 | 1.18 | 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) | 956 | m3 | |
| 20 | 1.19 | Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. | 767.9 | m3 | |
| 21 | 1.2 | Plastering with C.M.1:6 , 12mm thick one coat floated hard and trowelled smooth . | 9352 | m2 | |
| 22 | 1.21 | Applying one coat of water thinnable cement primer of approved brandand manufacture on wall surface :Water thinnable cement primer | 9352 | m2 | |
| 23 | 1.22 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) | 9352 | m2 | |
| 24 | 2 | 2 PART B - Well - 4nos (160 cm dia x 375 cm depth ) | |||
| 25 | 2.01 | Earth work excavation for digging open well in hard soil under existing pond of depth 7.80m including dressing of sides ,getting out the excavated soil and disposal of surplus excavated soil etc complete as directed by engineer incharge.\nDepth 7.50 to 9.00m | 9.65 | m3 | |
| 26 | 2.02 | Earth work excavation for digging open well in hard soil under existing pond of depth 7.80m including dressing of sides ,getting out the excavated soil and disposal of surplus excavated soil etc complete as directed by engineer incharge.\nDepth 9.00 to 10.50m | 12.1 | m3 | |
| 27 | 2.03 | Earth work excavation for digging open well in hard soil under existing pond of depth 7.80m including dressing of sides ,getting out the excavated soil and disposal of surplus excavated soil etc complete as directed by engineer incharge.\nDepth 10.50 to 12.00m | 8.44 | m3 | |
| 28 | 2.04 | Bailing out water with10 HP engine and pump set including conveyance to the site and erection ,cost of fuel and lubricating oil etc complete.\nAbove 5HP up to 10HP | 21 | day | |
| 29 | 2.05 | Supplying RCC precast Ring 160cm dia x 75cm height x 8 cm at site including Centring ,shuttering ,and finishing with 6mm cement mortar 1:3 on exposed surface etc complete .\n | 20 | Each | |
| 30 | 2.06 | Lowering and erection of pre cast Rcc ring using pully ,rope etc as directed by the Engineer - in - charge .\nDepth -7.5 to 9.00 | 4.8 | m | |
| 31 | 2.07 | Lowering and erection of pre cast Rcc ring using pully ,rope etc as directed by the Engineer - in - charge .\nDepth -9.00 to10.50 | 6 | m | |
| 32 | 2.08 | Lowering and erection of pre cast Rcc ring using pully ,rope etc as directed by the Engineer - in - charge .\nDepth -10.50 to 12.00 | 4.2 | m | |
| 33 | 3 | 3 PART C - Water Distribution System | |||
| 34 | 3.01 | Supplying, Installing, Testing & Commissioning at site in position ASTM Schedule 40 pipe including specials / Injecting moulded fittings where required e.g. elbows,tees, reducers, couplers & connectors etc., with trenching, refilling and testing of joints complete as per direction of the engineer in charge\n100mm ASTM pipe | 383 | Mtr | |
| 35 | 3.02 | Supplying, Installing, Testing & Commissioning at site in position ASTM Schedule 40 pipe including specials / Injecting moulded fittings where required e.g. elbows,tees, reducers, couplers & connectors etc., with trenching, refilling and testing of joints complete as per direction of the engineer in charge\n80mm ASTM pipe | 492 | Mtr | |
| 36 | 3.03 | Supplying, Installing, Testing & Commissioning at site in position ASTM Schedule 40 pipe including specials / Injecting moulded fittings where required e.g. elbows,tees, reducers, couplers & connectors etc., with trenching, refilling and testing of joints complete as per direction of the engineer in charge\n40mm ASTM pipe | 121 | Mtr | |
| 37 | 3.04 | Supplying, Installing, Testing & Commissioning at site in position ASTM Schedule 40 pipe including specials / Injecting moulded fittings where required e.g. elbows,tees, reducers, couplers & connectors etc., with trenching, refilling and testing of joints complete as per direction of the engineer in charge\n32mm ASTM pipe | 50 | Mtr | |
| 38 | 3.05 | Supplying, Installing, Testing & Commissioning at site in position ASTM Schedule 40 pipe including specials / Injecting moulded fittings where required e.g. elbows,tees, reducers, couplers & connectors etc., with trenching, refilling and testing of joints complete as per direction of the engineer in charge\n25mm ASTM pipe | 22 | Mtr | |
| 39 | 3.06 | Supplying, Installing, Testing & Commissioning at site in position Butterfly valve (PN 10) wafer type of approved make with necessary PVC flanges, gaskets, nuts and bolts etc complete within position as per drawings including supply of all materials. | 5 | no | |
| 40 | 3.07 | Supplying, Installing, Testing & Commissioning at site in position 25mm metal valve of approved make with necessary PVC flanges, gaskets, nuts and bolts etc complete within position as per drawings including supply of all materials. | 22 | no | |
| 41 | 3.08 | Supplying, Installing, Testing & Commissioning at site in position water meter (Brass ) of approved make with all necessary fittings etc complete within position as per drawings including supply of all materials. | 22 | no | |
| 42 | 3.09 | Supplying, Installing, Testing & Commissioning at site in position 25mm air valve of approved make with necessary PVC flanges, gaskets, nuts and bolts etc complete within position as per drawings including supply of all materials. | 2 | no | |
| 43 | Total in Figures |
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