Life Mission Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 2,500Tender Fee
Refer Documents
Summary
Construction Of Life Tower (32 Units) At Kannapuram Kannur Dt Sub Work External Works For Compound Wall Paver Block Pathway Sump And Septic Tank Etc
Description
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Contact
Tender Id
2024_LMK_679902_1Bid Award Id
ViewTender No
LM/EW/01/TENDERS-LIFE ENGG/2024-25-04Tender Authority
Life Mission ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
4.1.8. 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 40 nominal size)
5.37
-
-
5.9.2. Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
134.8
-
-
5.9.1. Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
9.51
-
-
5.9.3. Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
48.4
-
-
5.9.5. Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
6.4
-
-
5.9.16.1. Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide
28.1
-
-
5.22.6. Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more
3738.46
-
-
od322101/2021_2022Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Cement content considered in this item is @ 330 kg/ cum. brAll work upto plinth level
40.68
-
-
50.6.2.2. Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete.
3.41
-
-
9.122.1. Providing and fixing to existing door frames.30 mm thick Glas Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS : 14856, including fixing to frames.
5
-
-
9.122.2. Providing and fixing to existing door frames.30 mm thick Fiberglass Reinforced Plastic (F.R.P) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF) / Polystyrene foam to be used all filler material throughout the hollow panel, casted monoolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS : 14856, complete as per direction of Engineer-in-charge
2
-
-
22.4.1. Providing and Placing in position suitable PVC water stops conforming to IS : 12200 for construction / expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete:Serrated with central bulb ( 225 mm wide, 8-11 mm thick)
28.5
-
-
13.9.1. Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
125.51
-
-
13.1.2. 12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
17.04
-
-
13.2.2. 15 mm cement plaster on the rough side of single or half brick wall of mix:1:6 ( 1 cement : 6 fine sand)
19.92
-
-
11.3.1 Cement concrete flooring 1:2:4(1 cement: 2 coarse sand: 4 graded stone aggregate) finished with afloating coat of neat cement, including cemnet slurry, but excluding the cost of noising stepts etc)
4
-
-
13.21. Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.
112.4
-
-
100.41.34
Supplying and fixing Rectangular CI manhole cover 455x610 mm with frame (low duty) charges including
all cost, labour charges etc complete.
2
-
-
50.18.7.4.1. Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10Kgf/cm2- Internal work - Exposed on wall
95
-
-
50.18.7.6.1. Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 10 Kfg/cm - Internal work- Exposed on wall
150
-
-
COMPOUND WALL, RETAINING WALL AND GATE
-
-
-
2.8.1. 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 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. All kinds of soil
87.11
-
-
od322085/2021_2022. Supply and installation of compound wall 1.5m height with ferrocement slab 5cm thick, 1.60 m width and 0.50m depth,erected on grooved (size 5 cm x 5 cm) post made of ferrocement with a minimum size 15 cmx15 cm placed at an interval of 1.50m, post placed on PCC 1:4:8.all joints to be filled with cm 1:4 including the cost of all materials, labour charges etc complete.
200
-
-
4.1.8. 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 40 nominal size)
1.03
-
-
5.9.1. Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
12.8
-
-
5.9.6. Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
19.2
-
-
5.1.2. 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
4.27
-
-
5.22.6. Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more
476.16
-
-
10.25.2. Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
243
-
-
13.61.1. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
27
-
-
13.39.2. Colour washing such as green, blue or buff to give an even shade:New work (two or more coats) with a base coat of whiting
762.8
-
-
60.7.1. DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
193.14
-
-
4.1.10. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
13.31
-
-
4.2.3. Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
5.92
-
-
SOLID WASTE TREATMENT (STAINLESS STEEL PORTABLE AEROBIC BIN)
-
-
-
od322076/2021_2022. Fabricating and supplying Type Aerobins of size 120x120x120 cm (inside) made with stainless steel (304 grade) hollow sections with necessary opening arrangements for operating .Frame post made of 50x50x1.5 mm and support posts made of 50x25x1.5 mm section .The roof should be made with stainless steel sheet of .8mm thick double side slope and double side open type . Platform made with 1.2 mm stainless steel sheet and necessary arrangements for draining waste water bin two side removable type double door and one swing type door covered by 25x25x2.5 mm mesh .The aerobic bin shall be finished with all necessary fittings ,labor and conveyance etc. as per the instructions ,specifications and approved drawings.
2
-
-
2.8.1. 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 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. All kinds of soil
1.18
-
-
4.1.8. Providing and laying in position cement concrete of specified grade excluding the cost of centering andshuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
0.59
-
-
50.6.1.4. Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
1.58
-
-
2.25. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
4.7
-
-
4.1.5. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
1.59
-
-
13.1.1. 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
7.92
-
-
PAVER BLOCK PATHWAY
-
-
-
16.1. Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity afterexcavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres
166.88
-
-
16.68. 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 & 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.
166.88
-
-
4.1.5. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
3.44
-
-
LAND LEVELLING.
-
-
-
2.6.1. 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. All kinds of soil.
420
-
-
2.7.3. 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.Hard rock (blasting prohibited)
43.5
-
-
SEPTIC TANK AND DRAINAGE
-
-
-
2.6.1. 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. All kinds of soil
120.38
-
-
2.26.1. Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials. All kinds of soil
48.15
-
-
4.1.8. 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 40 nominal size)
4.52
-
-
4.3.1. Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations footings, bases for columns,
17.76
-
-
5.9.2. Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
135.52
-
-
5.9.3. Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
33.42
-
-
5.9.16.1. Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and walls Under 20 cm wide
27.44
-
-
5.22.6. 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
2811.74
-
-
od322099/2021_2022. Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Cement content considered in this item is @ 330 kg/ cum. brAll work upto plinth level
31.42
-
-
13.9.1. Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
105.27
-
-
13.21. Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.
105.27
-
-
100.41.34. Supplying and fixing Rectangular CI manhole cover 455x610 mm with frame (low duty) charges including all cost, labour charges etc complete.
2
-
-
18.32.1. Constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C.I. surface box 100x100x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:With common burnt clay F.P.S (non modular) bricks of class designation 7.5
4
-
-
18.33.1. Constructing masonry chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement:4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:With common burnt clay F.P.S (non modular) bricks of class designation 7.5
16
-
-
18.37.1. Constructing masonry chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement : 4 coarse sand) for water meter complete with C.I double flap surface box 400x200x200 mm ( inside ) with locking arrangement and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 grades stone aggregate 20 nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:With common burnt clay F.P.S. ( non modular ) bricks of class designation 7.5
4
-
-
19.7.1.1. Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design:Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weigh of cover 23 kg and weight of frame 15 kg):With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
16
-
-
19.8.1.1. Extra for depth for manholesSize 90x80 cmWith common burnt clay F.P.S. ( non modular ) bricks of class designation 7.5
4.8
-
-
50.18.9.10.1. Providing and fixing PVC pipes includings jointing of pipes with one step pvc solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer in Charge. 150 mm dia 6 Kgf/cm2
180
-
-
50.18.9.9.2. Providing and fixing PVC pipes includes joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in CHarge. 110 mm dia 4 Kg/cm2
180
-
-
50.18.9.22.2. Providing and fixing PVC moulded fittings / accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia 45 degree Elbow
40
-
-
od69248/2022_2023. Providing and fixing PVC moulded fittings / accessories for PVC pipes, including jointing with PVC solvent cement - 150 mm dia 45 degree Elbow
40
-
-
SOAK PIT FOR SEPTIC TANK AND WASTE WATER PIT
-
-
-
2.8.1. 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 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. All kinds of soil
64.87
-
-
2.26.1. Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil materials. All kinds of soil.
21.62
-
-
4.3.1. Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
6.72
-
-
4.1.8. 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 40 nominal size)
3.02
-
-
60.7.1. DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
17.64
-
-
5.9.16.1. Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide
5.58
-
-
5.22.6. 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
367.58
-
-
od317590/2021_2022. Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Cement content considered in this item is @ 330 kg/ cum. brAll work upto plinth level.
2.88
-
-
100.41.34. Supplying and fixing Rectangular CI manhole cover 455x610 mm with frame (low duty) charges including all cost, labour charges etc complete.
3
-
-
od317598/2021_2022. Supplying, filling, spreading & leveling gravels of size range 10mm to 2 0 mm, in the Soak pit /waste pit , in required thickness, for all leads & lifts, all complete as per direction of Engineer -in-Charge
15
-
-
od317599/2021_2022. Supplying, filling, spreading & leveling gravels of size range 40 mm, in the soak pit/waste pit , in required thickness, for all leads & lifts, all complete as per direction of Engineer -in-Charge
15
-
-
od317601/2021_2022. Supplying, filling, spreading & levelling Brick bats , in recharge pit/waste pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer -in- charges
2.81
-
-
SHED FOR GENERATOR.
-
-
-
2.8.1. 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 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. All kinds of soil
3.54
-
-
4.1.8. 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 40 nominal size)
0.88
-
-
5.9.16.2. Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and walls. Above 20 cm wide
7.8
-
-
5.22.6. 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
360
-
-
od69235/2022_2023. Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Cement content considered in this item is @ 330 kg/ cum. brAll work upto plinth level
3.6
-
-
13.1.1. 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
10.32
-
-
13.43.1. Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
10.32
-
-
10.2. Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
213.84
-
-
12.50. Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
9.72
-
-
12.51.2. Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete:Flashings / Aprons (Upto 600 mm)
12.6
-
-
13.61.1. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work.
9.72
-
-
10.19.Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
12.8
-
-
TUBE WELL
-
-
-
23.1.1.1. Boring / drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in IS: 2800 ( part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools plants & machineries required for the job, all complete as per direction of Engineer - in- Charge, upto 90 metre depth below ground level. All types of soil - 300 mm dia
90
-
-
23.2.1.1. Boring /drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in IS: 2800 ( part I), including collecting samples from different strata, preparing and submitting strata chart/ bore, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer- in- charge, beyond 90 metre & upto 150 metre depth below ground level. All types of soil - 300 mm dia
30
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-
23.3.2. Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS : 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer- inCharge. 150 mm nominal size dia
30
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LANDSCAPING WORKS.
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2.1.1. Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed: All Kinds of soil
60
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4.1.8. 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 40 nominal size)
0.6
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2.25. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
0.6
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16.69. 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 or without grooves ( thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge ( length of finished kerb edging shall be measured for payment ). ( Precast C.C. kerb stone shall be approved by Engineer-in-Charge)
0.6
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30.2.2. Supplying and stacking of good earth at site including royalty and carriage upto 5 k.m. lead complete (earth measured in stacks will be reduced by 20% for payment)
6
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30.2.57.2. Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unsaverieable material?s as per direction of officer in charge (excluding cast of plant & water )Cost of plantation per Shrubs plants (for 200 nos.=427.45/200)
60
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30.2.33. Providing and fixing Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and even, watering with sprinkler
25
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LT CABLE LAYING FROM TRANSFORMER
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9.1.27. Supplying and making end termination with brass compression gland and aluminium lugs for followingsize of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2X 185 sq. mm (57mm)
4
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90.12.2.34. Supply and laying of one number additional PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in ground in the same trench in one tier horizontal formation including widening the trench by 20 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil) 3.5 core 185 sq mm
200
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-
90.12.9.7. Supplying, laying and jointing of the following sizes of double wall corrugated (DWC) pipes made out of HDPE conforming to IS 14930 Part II for mechanical protection to underground power cables with all required accessories in ground in the existing trench120/102.5 mm or nearest size
100
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od204014/2023_2024. Excavation and refilling making smooth finishing level for laying of DWC pipe in depth 750mm and width 300mm
100
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EXTERNAL LIGHTING
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90.15.4.1. Supply Conveyance, installation, testing and commissioning of 20W LED street light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing,acrylic cover complete with THD Less than10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer)
11
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od204008/2023_2024. Supply and installation of 100 mm dia 3 Meter street light GI pole including Al painting, civil foundation, terminal box for cable termination and pole inside necessary wiring from terminal box to light fitting
11
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od204012/2023_2024. Supply and laying of PVC insulated and PVC sheathed Copper conductor armoured XLPE, Power / Control cable of 1.1 KV grade of the following sizesbr3C X 4 sq. mm
200
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od204015/2023_2024. Supply and making end termination suitable gland and lugs for 3C x 4 sq mm Copper AR XLPE for street light
22
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od204014/2023_2024. Excavation and refilling making smooth finishing level for laying of DWC pipe in depth 750mm and width 300mm
200
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WATER PUMPS & ACCESSORIES
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od201403/2023_2024. Supply, installation, testing and commissioning of 4" borewell submersible pump, 3 phase, 2.0 HP head up to 109 meters & discharge up to 100 LPM, suitable for operating at 415 AC supply, including all pump accessories and necessary electrical and plumbing works with material required for the testing and commissioning of the system
1
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-
d201223/2023_2024. Supply, installation, testing and commissioning of Single Phase 2HP Open well submersible type pump suitable for 14 to 42 mtr Head and 4.2 to 0.4 LPS discharge respectively, including all necessary electrical and plumbing works with materials required for testing and commissioning of the system (Including the starting capacitor).
2
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-
90.6.6.2. Supply and drawing FRLS PVC insulated & sheathed 650/1100 V grade 3 core copper conductor flat cable for submersible pump motor conforming to IS 694 part I 1990 as required including giving necessary connections of the following sizes. 2.50 sq mm
200
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-
90.6.6.4. Supply and drawing FRLS PVC insulated & sheathed 650/1100 V grade 3 core copper conductor flat cable for submersible pump motor conforming to IS 694 part I 1990 as required including giving necessary connections of the following sizes. 6 sq mm
160
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-
1.21.2. Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required. 25 mm
260
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-
od201394/2023_2024. Supply, installation, testing and commissioning of 3 phase Motor starters of the following ratings. Submersible pump controllers with ammeter, TP MCB for three phase 2 to 5HP submersible motor pumps (DOL)
2
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90.14.28.13. S & F Motor starters of the following ratingsSubmersible pump controllers with ammeter, DPMCB for single phase 2 HP submersible motor pumps (DOL)
2
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DG ELECTRIFICATION
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od204006/2023_2024. Supply and installation of 25 KVA DG set with suitable AMF panel
1
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90.12.1.27. Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in ground including excavation of trench of size 35 x 75 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil). 3.5 core 25 sq mm
150
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-
90.12.7.27. Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required. 3.5 core 25 sq mm with factory made clamp
60
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-
90.6.5.18. Supply and drawing the following sizes of multi-core PVC insulated & FRLS PVC sheathed 650/1100 V grade copper conductor round flexible cables conforming to IS 694 part I 1960 in the existing surface /recess conduit as required including giving necessary connections of the following sizes. 4 core 1.50 sq mm
150
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-
9.1.20. Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 31/2X25 sq.mm (28mm)
4
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-
5.2. Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providingmasonry enclosure with cover plate having locking arrangement and watering pipe etc. withcharcoal/ coke and salt as required
16
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-
90.16.1.4. Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required4.00 mm copper conductor ( 8 SWG)
600
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90.16.1.5. Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required4.75 mm copper conductor (6 SWG)
550
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90.16.5.4. Supply of superior quality copper earth socket for the following size of earth conductor including crimping etc. as required.4.00 mm (8 SWG)
180
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-
90.16.5.5. Supply of superior quality copper earth socket for the following size of earth conductor including crimping etc. as required.4.75 mm (6 SWG)
180
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7.10. Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick G.I. plate withinscription there on, bolted /welded to 35 mm X 35 mm X 6 mm angle iron, 60 cm long and fixingthe same in ground as required.
50
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od204017/2023_2024. Supply and Installation of additional exhaust piping works for DG Set as per Govt. Authorities
15
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