Directorate General Of Lighthouses And Lightships Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Costs
EMD
₹ 2,44,518Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_DGLL_749742_1Bid Award Id
ViewTender No
CM-Goa-06001(01)/1/2020-Civil MaintenanceTender Authority
Directorate General Of Lighthouses And Lightships ViewPurchaser Address
-Website
http://http://www.dgll.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
GATE BUILDING - 66 SQM (8.00 x 8.20 m)
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Earth work in excavation for All kind of Soil 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.
44
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
25
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Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering and shuttering as per direction of the engineer-in-charge; for All works upto plinth level with Concrete of M10 grade with minimum cement content of 220 kg /cum.
14
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, compacting, curing, carriage for all leads; but excluding the cost of centering, shuttering and reinforcement as per direction of the engineer-in-charge; for All works upto plinth level with Concrete of M30 grade with minimum cement content of 350 kg/cum.
14
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, compacting, curing, carriage for all leads; but excluding the cost of centering, shuttering and reinforcement as per direction of the engineer-in-charge; for All works above plinth level upto floor V level with Concrete of M30 grade with minimum cement content of 350 kg/cum.
5
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Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) including providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification and curing with cost of all materials, labour, tools & plants etc. complete as directed by engineer in charge.
6
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Centering and shuttering including strutting, propping etc. and removal of form for all heights complete as directed including cost of all materials, labour, tools & plants etc.
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Foundations, footings, bases of columns, etc. for mass concrete
43
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Columns, Pillars, Piers, Abutments, Posts and Struts
56
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
36
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Steel reinforcement for R.C.C. work with Thermo-Mechanically Treated bars of grade Fe-500 D or more including straightening, cutting, bending, hoisting, placing in position and binding with 18 SWG binding wire all complete for all height as directed including supply of all materials, labour, tools & plants etc.
1790
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Providing and fixing M.S. grills to openings /wooden frames with rawl plugs screws etc. in required pattern for frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer and cost of all materials, labour, tools & plants etc., all complete as directed by Engineer in-charge.
24
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Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C & D waste from approved manufacturer in superstructure above plinth level up to floor V level in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, tools & plants etc. all complete as directed by Engineer in-charge.
7
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Providing and laying half block masonry with factory made Precast concrete solid blocks of 100 mm thickness of grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V level in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, tools & plants etc. all complete as directed by Engineer in-charge.
37
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15 mm cement plaster in single coat on the rough side of single or half brick wall for interior plastering up to floor two level, including arises, internal rounded angles chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortar of mix 1:4 (1 cement: 4 fine sand) including cost of all materials, labour, tools and plants etc., complete as directed by engineer in charge.
72
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18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer of 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand) including supply of all materials, labour, tools and plants etc., complete as directed by the engineer in charge.
37
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Applying priming coats with water thinnable cement primer of approved brand and manufacture (Asian/Berger/or equivalent) on wall surface having VOC (Volatile Organic Compound) content less than 50 grams/litre as directed by Engineer-in-Charge including cost of all materials, labour, tools & plants Scaffolding etc., complete.
72
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Two or more coats of wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/litre of approved brand and manufacture (Asian/Berger/or equivalent), including applying additional coats wherever required to achieve even shade and colour as directed by Engineer-in-Charge including cost of all materials, labour, tools & plants, Scaffolding etc., complete.
72
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Finishing walls with Premium Acrylic Smooth exterior paint (Asian/Berger/or equivalent) with Silicone additives of required shade for New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) at all heights to give an even shade as directed by Engineer-in-Charge including cost of all materials, labour, tools & plants, scaffolding etc., complete.
37
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Finishing with Epoxy paint (two or more coats) on steel work at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete including supply of all labours, materials, tools & plants, scaffolding etc. complete as directed by the Engineer in charge.
2
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Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks in 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, tools & plants etc., complete.
58
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Providing and laying Polished Granite stone slab of colour jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent in flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
58
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Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Granite stone slab of colour black, Cherry/Ruby red for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, edge moulding and polishing to edges to give high gloss finish etc. complete at all levels.
5
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Providing and fixing factory made uPVC white colour casement/ Casement cum fixed glazed door comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, cylinder with keeps and one side key, G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws, etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.
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Casement door with 3D hinges made of (big series) frame 67 x 64 mm & sash 67 x 110 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension.
2
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Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.
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Casement window double panels with S.S. friction hinges (300 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension.
1.6
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Supply and fixing of Ozone (model no. OZ-CCS-01) or equivalent brand and make Fixed/Movable Counter Partitions comprising stainless steel 304 Grade Flat Base Plate with Round Shape Glass Clamp in Satin stainless steel (SSS) finish Suitable for installation of 10 mm Toughened Glass with and without hole. The cost is inclusive of 2 no. stainless steel 304 Grade Flat Base Plate with Round Shape Glass Clamp and tougned glass of required size for the opening of 0.60X0.75m and cost of all materials, labours, tools and plants etc. complete as directed by Engineer-in -charge.
1
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Supply and installation of Electrical works including supply and installation of sensor operated fittings necessary as per drawings/design and specifications, all the wiring to be concealed wired including cost of supply of all materials, labour, tools, etc., complete as directed by Engineer-in-charge.
1
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ROOF TRUSS - 230 SQM
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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.
4468
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Painting with Epoxy paint (two or more coats) on steel works at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete.
236
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Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately).
236
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Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately).
18
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TOILET BLOCK - 29 SQM
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Earth work in excavation for All kind of Soil 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.
13
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
6
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Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering and shuttering as per direction of the engineer-in-charge; for All works upto plinth level with Concrete of M10 grade with minimum cement content of 220 kg /cum.
6
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, compacting, curing, carriage for all leads; but excluding the cost of centering, shuttering and reinforcement as per direction of the engineer-in-charge; for All works upto plinth level with Concrete of M30 grade with minimum cement content of 350 kg/cum.
5
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, compacting, curing, carriage for all leads; but excluding the cost of centering, shuttering and reinforcement as per direction of the engineer-in-charge; for All works above plinth level upto floor V level with Concrete of M30 grade with minimum cement content of 350 kg/cum.
6
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Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) including providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification and curing with cost of all materials, labour, tools & plants etc. complete as directed by engineer in charge.
5
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Centering and shuttering including strutting, propping etc. and removal of form for all heights complete as directed including cost of all materials, labour, tools & plants etc.
-
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Foundations, footings, bases of columns, etc. for mass concrete
19
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Columns, Pillars, Piers, Abutments, Posts and Struts
19
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
40
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Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick
31
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Steel reinforcement for R.C.C. work with Thermo-Mechanically Treated bars of grade Fe-500 D or more including straightening, cutting, bending, hoisting, placing in position and binding with 18 SWG binding wire all complete for all height as directed including supply of all materials, labour, tools & plants etc.
1037
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Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C & D waste from approved manufacturer in superstructure above plinth level up to floor V level in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, tools & plants etc. all complete as directed by Engineer in-charge.
8
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Providing and laying half block masonry with factory made Precast concrete solid blocks of 100 mm thickness of grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V level in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, tools & plants etc. all complete as directed by Engineer in-charge.
30
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15 mm cement plaster in single coat on the rough side of single or half brick wall for interior plastering up to floor two level, including arises, internal rounded angles chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortar of mix 1:4 (1 cement: 4 fine sand) including cost of all materials, labour, tools and plants etc., complete as directed by engineer in charge.
55
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18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer of 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand) including supply of all materials, labour, tools and plants etc., complete as directed by the engineer in charge.
53
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Applying priming coats with water thinnable cement primer of approved brand and manufacture (Asian/Berger/or equivalent) on wall surface having VOC (Volatile Organic Compound) content less than 50 grams/litre as directed by Engineer-in-Charge including cost of all materials, labour, tools & plants Scaffolding etc., complete.
55
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Two or more coats of wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/litre of approved brand and manufacture (Asian/Berger/or equivalent), including applying additional coats wherever required to achieve even shade and colour as directed by Engineer-in-Charge including cost of all materials, labour, tools & plants, Scaffolding etc., complete.
55
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Finishing walls with Premium Acrylic Smooth exterior paint (Asian /Berger/or equivalent) with Silicone additives of required shade for New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) at all heights to give an even shade as directed by Engineer-in-Charge including cost of all materials, labour, tools & plants, scaffolding etc., complete.
53
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Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar 1:4 (1 cement : 4 coarse sand), including filling the joints with same mortar, with common burnt clay non modular bricks including cost of all materials, labour, tools and plants etc. complete.
25
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Providing and laying matt finished vitrified tile 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.
25
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Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
137
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Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge.
28
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Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame.
40
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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 as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge.
12
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Providing and fixing Readymade Polyethylene Septic Tank (United/ Sintex/Equivalent) of capacity 75-100 average flushing/day (minimum of 6000 Litre capacity), salt resistant, Rust proof and leak-proof, UV Stabilised, non-degradable plastic and having minimum thickness of 16mm, 3 No. of Chambers, 2 No. of Manholes etc., including necessary earthwork excavation, rubble soling, bed concrete with 1:4:8, backfilling, Vent Pipe etc. and cost of all materials, labours, tools and plants etc., complete as directed by the Engineer in charge.
1
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Providing, supplying and installation of Triple layer polyethylene water storage tank (Sintex/ National or equivalent), IS : 12701 marked, with cover and suitable locking arrangement on terrace (at all floor levels) with supporting the whole bottom area of tank on durable, rigid and level platform and making necessary holes for inlet, outlet and overflow pipes, scour connection with fittings such as G.I. nipples, UPVC tank connector, nipples and cost of jointing materials etc. complete as per specification and including cost of all materials, labours, tools and plants, loading, unloading, transportation etc. complete as directed by Engineer in Charge.
3000
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Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design including Earthwork excavation, brick edging laid length wise with half brick depth, supply of all labours, materials, tools & plants etc. complete as directed by the Engineer in charge.
1
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Supply and installation of Electrical works including supply and installation of sensor operated fittings necessary for Toilet block as per drawings/design and specifications, all the wiring to be concealed wired including cost of supply of all materials, labour, tools, etc., complete as directed by Engineer-in-charge.
1
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Supply and installation of Plumbing and sanitary installations as per drawings/design and specifications including cost of supply of all materials, labour, tools, etc., complete as directed by Engineer-in-charge.
1
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PARKING - 485 SQM
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Earth work in surface excavation for All kinds of soil not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge.
494
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Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering and shuttering as per direction of the engineer-in-charge; for All works upto plinth level with Concrete of M10 grade with minimum cement content of 220 kg /cum.
4
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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 5mm), 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).
3
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Providing and laying in position reinforced cement concrete of grade 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) in foundation and plinth including laying, compacting, curing with cost of all materials, labour, tools & plants etc. complete as directed by engineer in charge but excluding the cost of centering, shuttering and reinforcement.
1
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Centering and shuttering including strutting, propping etc. and removal of form for all heights complete as directed including cost of all materials, labour, tools & plants etc.
-
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Foundations, footings, bases of columns, etc. for mass concrete
13
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Steel reinforcement for R.C.C. work with Thermo-Mechanically Treated bars of grade Fe-500 D or more including straightening, cutting, bending, hoisting, placing in position and binding with 18 SWG binding wire all complete for all height as directed including supply of all materials, labour, tools & plants etc.
301
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-
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
73
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Providing and laying factory made chamfered edge 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern in footpath, parks, lawns, driveway 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, all complete as per manufacturer's specifications & direction of Engineer in-Charge.
485
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Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of all dirt, scales, oil, grease and other foreign material etc. and lining out complete on New work (Two or more coats)
300
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Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bilingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge.
-
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Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm
3
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Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm
3
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BOUNDARY WALL
-
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Earth work in excavation for All kind of Soil 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.
42
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
25
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Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering and shuttering as per direction of the engineer-in-charge; for All works upto plinth level with Concrete of M10 grade with minimum cement content of 220 kg /cum.
7
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, compacting, curing, carriage for all leads; but excluding the cost of centering, shuttering and reinforcement as per direction of the engineer-in-charge; for All works upto plinth level with Concrete of M25 grade with minimum cement content of 330 kg/cum.
14
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, compacting, curing, carriage for all leads; but excluding the cost of centering, shuttering and reinforcement as per direction of the engineer-in-charge; for All works above plinth level upto floor V level with Concrete of M25 grade with minimum cement content of 330 kg/cum.
4
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Providing and laying cement concrete of grade 1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 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
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Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) including providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification and curing with cost of all materials, labour, tools & plants etc. complete as directed by engineer in charge.
10
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Centering and shuttering including strutting, propping etc. and removal of form for all heights complete as directed including cost of all materials, labour, tools & plants etc.
-
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Foundations, footings, bases of columns, etc. for mass concrete
54
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Columns, Pillars, Piers, Abutments, Posts and Struts
83
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
44
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Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like
10
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Steel reinforcement for R.C.C. work with Thermo-Mechanically Treated bars of grade Fe-500 D or more including straightening, cutting, bending, hoisting, placing in position and binding with 18 SWG binding wire all complete for all height as directed including supply of all materials, labour, tools & plants etc.
1607
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Fabricating, supply and fixing of Cast Iron grill of approved design and quality over the existing boundry wall including fabricating/Casting all as per enclosed approved drawing/ design or as directed, all section of grill to be welded by cast iron welding rod wherever necessary as per site requirement and as directed and applying a priming coat of approved steel primer all complete as directed by Engineer-in-charge including cost of supply of all materials, labour, tools & plants, scaffolding, transportation, ladder and all other charges involved etc complete. For a span of 3.00 m c/c and height 1.20 m the grill should weight 60 Kg/Sqm.
7200
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Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry with 150mm/230mm/300 mm thick with Grade-I AAC blocks of density 551 to 650 kg/ cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
12
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18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer of 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand) including supply of all materials, labour, tools and plants etc., complete as directed by the engineer in charge.
225
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Finishing walls with Premium Acrylic Smooth exterior paint (Asian /Berger/or equivalent) with Silicone additives of required shade for New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) at all heights to give an even shade as directed by Engineer-in-Charge including cost of all materials, labour, tools & plants, scaffolding etc., complete.
225
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Painting with Epoxy paint (two or more coats) on steel works at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete.
120
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Laterite Stone (polished) cladding work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing as per drawing/specifications as directed by Engineer-in-charge
15
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RENOVATION WORKS TO EXISTING BOUNDARY
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Demolishing brick work in cement mortar 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.
23
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18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer of 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand) including supply of all materials, labour, tools and plants etc., complete as directed by the engineer in charge.
50
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Painting walls with textured exterior paint of required shade for Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm.) at all heights to give an even shade as directed by Engineer-in-Charge including cost of all materials, labour, tools & plants, scaffolding etc., complete.
1099
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LANDSCAPE
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SOFTSCAPE - GRASS AND TREES WORKS
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Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical, all Materials, labours & tools etc. and as per direction of the Engineeer in- charge.
2100
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Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge.
2100
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Providing and Displaying Ficus Nuda topiary well developed with fresh & healthy 5 to 6 big ball specific size and shape 180 to 210 cm ht in 40 cm Cement Pot as per direction of the officer-in-charge.
32
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Providing and Displaying Mascarena palm well developed with fresh & healthy foliage leaves 150 to 180 cm ht in 35 cm Cement Pot as per direction of the officer-in-charge.
53
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Providing and displaying of Croton Petra Bangalore (Specimen ) variety having ht. 60 cm to 75 cm with 4 to 6 branches, well developed, fresh & healthy foliage approximately 60-65 leaves in 30 cm size of Earthen pot/ Plastic pot & as per direction of the officer-in-charge.
600
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Providing and stacking of Plumeria alba of height 120-135 cm. with 2-3 branches in bags of size 30 cm complete as per direction Engineer-in-charge.
20
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Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm complete as per direction of the Engineer -in-charge.
20
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Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unsaverieable material’s including all Materials labours & tools etc. complete as per directed Engineeer in charge (excluding cost of plant & water)
40
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Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete as directed by Engineeer in charge (earth measured in stacks will be reduced by 20% for payment).
420
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Supplying and stacking Screened through sieve of I.S. designation 4.75 mm at site dump manure from approved source, including carriage upto 5 km lead complete as directed Engineeer in charge (manure measured in stacks will be reduced by 8% for payment).
420
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Mixing earth and sludge or manure in the required proportion and Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge.
840
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Complete maintenance for six months of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, herbs, edge, flower beds, foliages, creepers etc. including hoeing, weeding, pruning, replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide will be provided by the Department & lawn mover and brush cutter with fuel and other T & P material/articles shall be provided by the contractor.) and as per direction of officer in charge for Play grounds / Public parks (1Mali for 2.00 Acre).
12600
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CHILDREN PLAY AREA - 250 SQM
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Earth work in surface excavation for All kinds of soil not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge.
250
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Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering and shuttering as per direction of the engineer-in-charge; for All works upto plinth level with Concrete of M10 grade with minimum cement content of 220 kg /cum.
38
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Supply and installation of EPDM Flooring in Chilldren play area as per drawings/design and specifications including cost of supply of all materials, labour, tools and Plant etc. complete as directed by Engineer-in-charge.
230
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-
Supply & Installation of multipurpose play system of FRP for age group 4 to 12 years at Kaup Lighthouse station including loading and unloading and transportation of materials etc complete as directed by Engineer in charge. All pipes are to be GI "C" Class Pipes, PP Powder coating, FRP Material like Gelcoat & Resin are of Sateyn brand or equivalent and Matt of Binani make or equivalent.
Multi-Purpose Play System Consists of:
5 Ft Height FRP Square Platform with Canopy :- 1 nos
5 Ft Height Curve Slide :- 1 nos
5 Ft Height FRP Ladder :- 2 nos
Swinging Bridge :- 1 nos
5 Ft Height FRP Hexagonal Platform with Canopy :- 1 nos
5 Ft Height FRP Wave Slide :- 1 nos
5 Ft Height FRP Straight Slide :- 1 nos
5 Ft Height FRP Rock Climber :- 1 nos
7 Ft Height FRP Square Platform with Canopy :- 1 nos
7 Ft Height Spiral Slide :- 1 nos
Double Swing :- 2 nos
Loop Rung :- 1 nos
1
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Supply & Installation of 2 seater Economy garden swing with canopy at Kaup Lighthouse station including loading, unloading and transportation of materials etc complete as directed by Engineer in charge. All pipes are to be GI "C" Class Pipes, PP Powder coating, FRP Material like Gelcoat & Resin are of Sateyn brand or equivalent and Matt of Binani make or equivalent.
3
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Supply & Installation of 5 Feet height FRP wave slide at Kaup Lighthouse station including loading, unloading and transportation of materials etc complete as directed by Engineer in charge. All pipes are to be GI "C" Class Pipes, PP Powder coating, FRP Material like Gelcoat & Resin are of Sateyn brand or equivalent and Matt of Binani make or equivalent.
2
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-
Supply & Installation of Four Seater See Saw at Kaup Lighthouse station including loading, unloading and transportation of materials etc complete as directed by Engineer in charge. All pipes are to be GI "C" Class Pipes, PP Powder coating, FRP Material like Gelcoat & Resin are of Sateyn brand or equivalent and Matt of Binani make or equivalent.
1
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-
Supply & Installation of FRP Animal Merry Go Round for age group 3 to 5 years at Kaup Lighthouse station including loading, unloading and transportation of materials etc complete as directed by Engineer in charge. All pipes are to be GI "C" Class Pipes, PP Powder coating, FRP Material like Gelcoat & Resin are of Sateyn brand or equivalent and Matt of Binani make or equivalent.
1
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-
Supply & Installation of Maze Climber for age group 3 to 10 years at Kaup Lighthouse station including loading, unloading and transportation of materials etc complete as directed by Engineer in charge. All pipes are to be GI "C" Class Pipes, PP Powder coating, FRP Material like Gelcoat & Resin are of Sateyn brand or equivalent and Matt of Binani make or equivalent.
1
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-
Supply & Installation of FRP Cross and Zero for kids play area at Kaup Lighthouse station including loading, unloading and transportation of materials etc complete as directed by Engineer in charge. All pipes are to be GI "C" Class Pipes, PP Powder coating, FRP Material like Gelcoat & Resin are of Sateyn brand or equivalent and Matt of Binani make or equivalent.
2
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-
Supply & Installation of FRP Fish Design Garbage Dustbin at Kaup Lighthouse station including loading, unloading and transportation of materials etc complete as directed by Engineer in charge. All pipes are to be GI "C" Class Pipes, PP Powder coating, FRP Material like Gelcoat & Resin are of Sateyn brand or equivalent and Matt of Binani make or equivalent.
10
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-
Supply & Installation of Antique design cast iron VIP Bench of 3 seater at Kaup Lighthouse station including loading, unloading and transportation of materials etc complete as directed by Engineer in charge. All pipes are to be GI "C" Class Pipes, PP Powder coating, FRP Material like Gelcoat & Resin are of Sateyn brand or equivalent and Matt of Binani make or equivalent.
10
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-
Supply & Installation of Combination of walker/Twister/Leg Press at Kaup Lighthouse station including loading, unloading and transportation of materials etc complete as directed by Engineer in charge. All pipes are to be GI "C" Class Pipes, PP Powder coating, FRP Material like Gelcoat & Resin are of Sateyn brand or equivalent and Matt of Binani make or equivalent.
2
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-
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