Kerala Land Development Corporation Limited Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Summary
Nabard Ridf Xxvi Construction Works Of Tissue Culture Lab At Neriamangalam In Ernakulam District Civil Works Phase Ii
Description
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Contact
Tender Id
2024_KLDC_719359_1Tender No
KLDC/TSR/2024-2025/3(4)Tender Authority
Kerala Land Development Corporation Limited ViewPurchaser Address
-Website
http://enders.kerala.gov.in
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Documents
BOQ Items
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7.1.1 : 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)
82.92
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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)
84.08
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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
15.36
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50.2.25.1 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
9.48
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4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
24.68
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5.2.2 : 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)
2.61
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5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
62.55
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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
172.2
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13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
193.2
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13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
193.2
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50.10.2 : Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
2306.22
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50.10.1 : Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
2391.28
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13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
20.64
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12.1.3 : Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete ( up to 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.0.63 mm thick with zinc coating not less than 275 gm/m2
54
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od65760/2024_2025 : Supplying, stacking and spreading coarse sand, watering and rolling complete including preparation of the surface and rolling.<br>With road roller / hand roller
400
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od65761/2024_2025 : Supplying, stacking and spreading 6 mm thick stone, watering and rolling complete including preparation of the surface and rolling.<br>With road roller / hand roller
400
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od65763/2024_2025 : Providing & fixing 200 micron multi layered UV stabilized light transmission,light diffusion,anti dust,anti drip type roofing sheets as approved by the Engineer in charge . The sheets shall be fixed using self drilling/self tapping screw on aluminium profile & Zigzag spring (Aluminium profile & spring to be paid separately) upto any pitch in horizontal/vertical, curved surfaces, but excluding the cost of purlins, rafters, trusses, and including cutting to size and shapes where ever required etc complete.
1108.53
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od65764/2024_2025 : Providing and fixing of 105 gsm antivirus net for pest prevention and for ventilation as per direction of Engineer-in-charge.
464.56
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9.71.1 : Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete:125x64x2.50 mm
6
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50.9.15.5 : Providing and fixing iron hooks and eyes: 100 mm
3
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od65765/2024_2025 : Providing and fixing aluminium profile triple spring locking (190grm/mtr) with zig zag spring pvc coated(Double) and self threading screws rigidly fixed on sections by mechanical or manual means etc complete as per the direction of Engineer-in-charge.
956.52
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9.88 : Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.
2
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od65766/2024_2025 : Supplying and laying of weed mat of black colour at floor of rain shelter/poly house/mist chamber including carriage upto 5 km lead complete
400
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od65767/2024_2025 : Providing and fixing of Polyethylene black shade net/or equivalent of black colour with a light controlling efficiency of 50% complete and as per direction of Engineer-in-charge
800
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Appendix 2: Irrigation System for Hardening Unit
-
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od65748/2024_2025 : Supply and fixing 4 way fogger installed on cross manifold with super LPD,Fast n Fast,4/7 Tube & Stabilizer,with detachable take off/connector & vinyl tube assembly set of approved quality makeJain irrigation systems.
80
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od65749/2024_2025 : Providing and fixing lateral Tee for 16 mm lateral pipe approved quality etc complete.
32
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od65750/2024_2025 : :Providing and fixing poly tough tube( linear low density poly ethylene tube)16mm size ,including fixing the pipe, testing of joints complete as per direction of Engineer-in-ChargeDetails of cost for 10 metre
200
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-
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od65751/2024_2025 : Providing and fixing 16mm poly tube end cap to laterals of approved quality.<br>
300
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od65752/2024_2025 : Providing and fixing PVC pipes includings joints of pipes with one step PVC solvent cement ,fixing poperly, testing of joints complete as per direction of Engineer in Charge. 32 mm dia 6 Kgf/cm2
20
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-
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od65753/2024_2025 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, testing of joints, fixing properly complete as per direction of Engineer in Charge. 40 mm dia 6 Kgf/cm2
300
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od65754/2024_2025 : :Supply and installing disc filter of size 1.1/2'' with accessories including the cost ofcarriage as specified as per the direction of engineer in charge.(Jain Irrigation)
2
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od65755/2024_2025 : :Supply and fixing flush valve (32 mm) of approved good quality for connecting submains 32 mm pipe
2
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od65756/2024_2025 : Providing and fixing 32mm Ball valve (high performance rigid UPVC ) of approved goodquality etc complete as per the direction
2
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od65757/2024_2025 : Providing and fixing 40mm ball valve (high performance rigid uPVC)of approved qualityetc complete
2
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od65758/2024_2025 : Providing and fixing Non return valve - 40 mm(high performance rigid PVC) of approvedquality etc complete.
2
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od65759/2024_2025 : Supplying installing and commissioning of pumping - Mono block pump set with allaccessories of having designed discharge and head of designed flow (Pressure head range 30-35meter)including the cost of carriage as specified as per the direction of engineer in charge
2
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18.48 : Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
2000
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18.18.3 : Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete:25 mm nominal bore
2
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50.18.9.5.2 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints compete as per direction of Engineer in Charge. 40 mm dia 6 Kgf/cm2
300
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50.18.9.16.2 : 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 6Kgf/cm2 - External work - Exposed on wall
202
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50.18.9.6.2 : 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. 50 mm dia 6 Kgf/cm2
200
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od65762/2024_2025 : Providing and fixing Poly grommet take off(1no) of approved quality etc complete.
30
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Appendix 3: Compound wall
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15.9.2 : 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- Charges:In cement mortar
5
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15.18 : Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates,boltd, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
77
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14.1.2 : Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:Cement mortar 1:4 ( 1 cement: 4 coarse sand)
15
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14.17 : Raking out joints in lime or cement mortar and preparing the surface for re- pointing or re plastering, including disposal of rubbish to the dumping ground within 50 metres lead.
15
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13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
89.65
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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
21
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-
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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
18
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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)
2.5
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5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
10
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50.6.1.5 : 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 super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
20.5
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4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
1.5
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5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
1.5
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13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
223.04
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13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
222.33
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10.1 : Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
119.35
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16.70.1 : Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I. wire of dia 4 mm
25
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Appendix 4: Laying of paver blocks.
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16.91.2 : 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.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
500
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Appendix 5: Entrance gate &amp;amp; Security cabin
-
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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
293.7
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5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
72.37
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5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
13.25
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5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
20.41
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5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
26.78
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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
8.58
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5.2.2 : 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)
2.6
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7.1.1 : 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)
2.01
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50.6.7.1 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
38.4
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2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations 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.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.
15.62
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5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15sup0/sup 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).
2.98
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13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
199.62
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9.48.2 : Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc
50
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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
550
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13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
129.62
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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)
21.9
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5.1.3 : 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 20 mm nominal size)
15.99
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60.7.2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
29.52
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21.1.1.3 : Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):For fixed portionPolyester powder coated aluminium ( minimum thickness of polyester powder coating 50 micron )
14
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21.3.1 : Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness
11.7
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11.49.1 : Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS : 15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 500x500 mm
6.73
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13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
129.62
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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
840
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50.9.11.2 : Providing and fixing Thomson Multi wood board or equivalent make paneling 18 mm thick, to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately)as per the direction of site Engineer-in-charge.
14.25
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51.2.3 : Filling with Quarry Muck br Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
66
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13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
14.42
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Appendix 6: Provision for open well and water supply
-
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18.9.4 : 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 work32 mm nominal outer dia pipes
500
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100.3.1.1 : Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift up to 1.5 m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1071 & 1074
7.36
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100.3.1.2 : Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 1.5m to 3.0m including neat banking. NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
7.36
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-
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100.3.1.3 : Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 3.0m to 4.5m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
7.36
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100.3.1.4 : Earth work open well excavation (above water for wells of dia. upto 2.50 m in all kinds of soil and conveying and depositing the spoil within intial lead of 50m and lift from 4.5 m to 6.0m including neat banking. NEW DATA( Prepared based on PHED SDB- Item No. 1073&1076
7.36
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100.3.1.5 : Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 6.0m to 7.5m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
7.36
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100.3.1.6 : Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 7.5m to 9.0m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
7.36
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100.3.1.7 : Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 9.0m to 10.5m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
7.36
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-
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100.3.1.8 : Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 10.5m to 12.0m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
7.36
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100.3.1.9 : Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 12.00m to 13.50m including neat banking. NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
7.36
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-
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100.3.1.10 : Earthwork open well excavation (above water) for wells of dia. upto 2.50 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 13.50m to 15.00m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
7.36
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100.3.1.20 : Earthwork open well excavation (in or under water) for wells of dia. upto 2.50 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 13.50m to 15.00m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1073 & 1076
7.36
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5.7 : Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)
12.5
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5.9.12 : Centering and shuttering including strutting, etc. and removal of form for:Well steining
250.03
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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
1250.4
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50.2.3.1 : Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
24
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9.48.2 : Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc
147.19
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