Kerala State Nirmithi Kendra has published Construction Of Road Work Waste Water Management Drinking Water Facility In The Compound Of E . M . S Snehabhavan Flat At Vilvattom Thrissur Corporation Road Work With Paver Blocks Waste Water Management Including Stp And Septic Tank Dr. Submission Date for this Tender is 19-06-2020. Road Work Tenders in Vilvattom Kerala. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of Road work, Waste water management, Drinking water facility in the compound of E.M.S Snehabhavaan Flat at Vilvattom Thrissur Corporation | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1.01 | 1.Road work Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001113 | 57.81 | sqm |
| 2 | 1.02 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.\n60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | BI01010001010000000000000515BI0100001114 | 520.291 | sqm |
| 3 | 1.03 | 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.\nAll kinds of soil | 15.912 | cum | |
| 4 | 1.04 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:\n1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | 4.112 | cum | |
| 5 | 1.05 | 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:\n1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | 19.767 | cum | |
| 6 | 1.06 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level\nMild steel and Medium Tensile steel bars | 3716.7 | kg | |
| 7 | 1.07 | 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 :\n1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 12.9 | cum | |
| 8 | 1.08 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 218.329 | sqm | |
| 9 | 1.09 | Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). | 2.52 | cum | |
| 10 | 1.1 | Centering and shuttering including strutting, etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.\n | 129 | sqm | |
| 11 | 1.11 | 12 mm cement plaster of mix:\n1:4 ( 1 cement : 4 coarse sand) | 140 | sqm | |
| 12 | 1.12 | Providing and fixing in position Pre-cast R.C.C. manhole cover and frame of required shape and approved quality. L D - 2.5 Rectangular shape 600x450 mm internal dimensions | 6 | each | |
| 13 | 1.13 | 12 mm cement plaster finished with a floating coat of neat cement of mix: 1:3 ( 1 cement : 3 fine sand) | 102 | sqm | |
| 14 | 2.01 | 2. Waste Water Management Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 202.5 | sqm | |
| 15 | 2.02 | 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.\nAll kinds of soil\n | 484.75 | cum | |
| 16 | 2.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:\n1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | 10.051 | cum | |
| 17 | 2.04 | 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:\nCement mortar 1:6 (1 cement : 6 coarse sand) | 30.304 | cum | |
| 18 | 2.05 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:\nCement mortar 1:4 (1 cement : 4 coarse sand). | 6.294 | cum | |
| 19 | 2.06 | 12 mm cement plaster finished with a floating coat of neat cement of mix:\n1:4 ( 1 cement : 4 fine sand) | 956.962 | sqm | |
| 20 | 2.07 | Centering and shuttering including strutting, etc. and removal of form for:\nWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 548.901 | sqm | |
| 21 | 2.08 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level\nMild steel and Medium Tensile steel bars.\n | 7062.6 | kg | |
| 22 | 2.09 | 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:\n1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 70.626 | cum | |
| 23 | 2.1 | Providing and fixing in position Pre-cast R.C.C. manhole cover and frame of required shape and approved quality.\nL D - 2.5\nRectangular shape 600x450 mm internal dimensions | 14 | each | |
| 24 | 3.01 | 3.Drinking Water facility Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).\n400 mm dia piles | 64 | metre | |
| 25 | 3.02 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.\nAll kinds of soil | 6.913 | cum | |
| 26 | 3.03 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level\nMild steel and Medium Tensile steel bars | 1584.2 | kg | |
| 27 | 3.04 | 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:\n1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 3.957 | cum | |
| 28 | 3.05 | 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 :\n1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 5.148 | cum | |
| 29 | 3.06 | Centering and shuttering including strutting, propping etc. and removal of form work for:\nFoundations, footings, bases for columns | 68.8 | sqm | |
| 30 | 3.07 | Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). | 20.056 | cum | |
| 31 | 3.08 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.\nThermo - Mechanically Treated bars of grade Fe-500D or more | 2594.24 | kg | |
| 32 | 3.09 | Centering and shuttering including strutting, etc. and removal of form for:\nLintels, beams, plinth beams, girders bressumers and cantilevers | 69.12 | sqm | |
| 33 | 3.1 | Centering and shuttering including strutting, etc. and removal of form for:\nSuspended floors, roofs, landings, balconies and access platform | 69.2 | sqm | |
| 34 | 3.11 | Centering and shuttering including strutting, etc. and removal of form for:\nWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 34.4 | sqm | |
| 35 | 3.12 | 12 mm cement plaster finished with a floating coat of neat cement of mix:\n1:3 ( 1 cement : 3 fine sand) | 64.72 | sqm | |
| 36 | 3.13 | 12 mm cement plaster of mix:\n1:4 ( 1 cement : 4 coarse sand) | 236.88 | sqm | |
| 37 | 3.14 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:\nWater thinnable cement primer | 301.6 | sqm | |
| 38 | 3.15 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:\nTwo or more coats on new work | 301.692 | sqm | |
| 39 | 3.16 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a) after surface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. laying second layer of fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/ sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. d) fourth and final layer of brick tilling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured) | 34.4 | sqm | |
| 40 | 3.17 | Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS : 2645 in recommended proportion with a gap of 20mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-Charge:\nUsing rough Kota stone | 16 | sqm | |
| 41 | 3.18 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.\nG.I. pipes | 250 | kg | |
| 42 | 3.19 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:\nTwo or more coats on new work | 31.68 | sqm | |
| 43 | 3.2 | Providing and laying S & S centrifugally cast ( Spun) iron pipes ( Class LA) conforming to IS - 1536 :\n150 mm dia pipe | 10 | metre | |
| 44 | 3.21 | Providing and fixing in position Pre-cast R.C.C. manhole cover and frame of required shape and approved quality. L D - 2.5 Rectangular shape 600x450 mm internal dimensions | 1 | each | |
| 45 | 3.22 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work 150 mm nominal inner dia pipes | 180 | metre | |
| 46 | 3.23 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work 75 mm nominal inner dia pipes | 180 | metre | |
| 47 | 3.24 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work 40 mm nominal outer dia pipes | 177.42 | metre | |
| 48 | 3.25 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work 25 mm nominal outer dia pipes | 170 | metre |
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