Indian Institute Of Science 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.
Indian Institute Of Science - IISC Tender
Security and Emergency Services
Eprocure
Opening Date11 Jan 2024
Closing Date29 Jan 2024
Tender Amount₹ 3,26,96,923
Costs
EMD
₹ 4,98,010Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Fire Structural Testing Facility At Indian Institute Of Science Challakere Campus
Description
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Contact
Tender Id
2023_IISC_783422_2Bid Award Id
ViewTender No
IISc/Tender-FireLab-01/2023-24Tender Authority
Indian Institute Of Science ViewPurchaser Address
-Website
http://https://iisc.ac.in/
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Documents
BOQ Items
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Supplying and filling in plinth with sand under floors, foundation of Bridges including watering, ramming, consolidating and dressing complete. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. - under machine foundation
55
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Anti-Termite Treatment Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 ltr/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications.All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
132
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PCC PCC Work- PCC in Bed 1:4:8 @ depth of 1.5m from GL of thickness 75mm. OPC @ 180 Kgs, 40mm & down size graded Granite metal coarse aggregate @ 0.85Cum & fine aggregates @ 0.57 cum machine mixed concrete laid in layers not exceeding 75 mm thick & well compacted. (1 cement :4 sand: 8 Aggregate) Providing cement mortar of mix 1:4:8 (1 cement :4 sand: 8 Aggregate) including cost of all materials, formwork, centering, scafolding labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-1.2. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
16.5
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Stone masonry Providing 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) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand). All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
14
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RCC Providing and laying in position Reinforced cement concrete (RCC) for all Sub structures of building, Irrigation works, Sub structure works of footing, strong floor, upto below plinth beam, bridges, Drain works & other parallel works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). Also, neccessary compacting / ramming of the earth to be considered for costing.Expansion joints / strip to be considered at regular intervals for the internal road. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. Including cost of all materials, formwork, centering, scafolding labour charges.
96
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Providing and laying in position Reinforced cement concrete (RCC) for all super structures of building, Irrigation works, super structure works of columns/ beams, bridges, Drain works & other parallel works from 0.450m to 3.65 m height. The granite / trap / basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. Including cost of all materials, formwork, centering, scafolding labour charges.
16.5
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Providing and laying in position Reinforced cement concrete (RCC) for all super structures of building, Irrigation works, super structure works of columns/ beams, bridges, Drain works & other parallel works from 3.65m to 7.2 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. Including cost of all materials, formwork, centering, scafolding labour charges
18
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Providing and laying in position Reinforced cement concrete (RCC) for all super structures of building, Irrigation works, super structure works of columns, bridges, Drain works & other parallel works from 7.2m to 11.50m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as perrelevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. Including cost of all materials, formwork, centering, scafolding labour charges.
22.6
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Steel Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)
4943
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MS Work Providing and fixing Steel work in built up 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. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
2870
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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 steel windows by welding for window grills, gates. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
286
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Brick work Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Modular bricks including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. +0.45m to 3.65m height.
28
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Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Modular bricks including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. 3.6m to 7.2m height.
34
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Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Modular bricks including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. 7.2m to 11.5m height.
29.5
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Internal Plastering Providing 18 mm cement plaster in horizontal and vertical surfaces with two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.+0.45m to 3.65m height.
155
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Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.3.65m to 7.2m height.
197
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Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.7.2m to 11.5m height.
180
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Exterior plastering Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary for external surface with water proofing coumpound, spong finish, grooves, drip mould, including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. 0m to 3.65m height.
188
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Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary for external surface with water proofing coumpound, spong finish, grooves, drip mould, including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.3.65m to 7.2m height.
161
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Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary for external surface with water proofing coumpound, spong finish, grooves, drip mould, including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. 7.2m to 11.5m height.
172
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Flooring Epoxy flooring Providing and laying self –leveling hard epoxy flooring (Non ESD flooring) using NITOFLOR SL2000 of approved colour of M/s FOSROC Chemicals or equivalent by preparing the surface of floor by captive shot (using lead shots) blasting followed by vacuum cleaning to receive the flooring and laying the floor having the following specifications and as per directions of Engineer in
charge. A Primer coat of Nitoprime25 is applied on the prepared concrete surface using felt rollers and time shall be allowed for the solvent to evaporate to form a tacky surface for the floor topping. Providing and applying self smoothing epoxy resin floor topping using Nitoflor SL2000, at 2mm thickness to provide a hard-wearing, the topping shall achieve a minimum compressive strength of 50 N/mm2 and a flexural strength of 34 N/mm2 at 7 days when tested to BS6319. Shore D Hardness as per (ASTM D2240) : 80. At 200 C, it shall be capable of accepting foot traffic st 24 hours and vehicular traffic at 48 hours, as a final finish to the floor. Application : Application of flooring system only when the moisture levels in concrete is less than 5% (or RH level to be 75%) when tested using a thermo hygrometer all as per specification and direction of Engineer in charge.
126
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VDF Extra for Vaccum dewatering process for RCC floor including hiring dewatering equipments, conveying to site and executing the work and finishing the surface to receive the respective floor finish and to required standards all as per standard specifications and directions of Engineer in charge.
126
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Providing and laying Indian Patent Stone Flooring with cement concrete 1:2:4 (cement : msand : graded stone aggregate) using graded granite stone aggregate obtained from approved quarry laid to level or slope in bays not exceeding 3sqm per panel including providing 3mm thick aluminium dividing strips to the full depth of the flooring and finished smooth with float coat of cement at 4.4kg/sqm, curing, etc., complete all as per specifications. 50mm thick (using 20mm nominal size stone aggregate)
126
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Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. Including nosing (Black granite )
12
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Providing and laying flooring and steps fine dressed granite stone slabs 40 mm thick on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. including nosing (black granite ). All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
6
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Putty Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (2 Coats). All works complete as per the drawing, technical specification and direction of the Engineer in-charge.Including scafolding. 0m to 14m height.
510
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Painting Internal painting Finishing walls with 100% Premium acrylic emulsion paint of interior grade having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
510
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External painting Providing and applying Premium Acrylic exterior paint of approved quality, colour and shade to wall surtace after cleaning and rubbing the wall surface with wire brush of medium size emery stone to remove all the loosely adhering particles, the surface is then cleaned with water and ensured that it is in line and level. The textured material is then mixed with 40-50% of clean wateruntil a homogeneous thick slurry is formed, the slurry is left for 5-10 min, to react completely with ingredients. The textured finish prepared as above is then applied to the wall surface with suitable roller/spraygun/putty/ blade/ trowel to get the desired finish. The finished surface shall be applied with two coats of exterior paint of approved shade. The rate includes providing and removing scaffolding, all lead and lift and all other incidental charges etc., Complete as per directions of the Engineer-in-charge of the work. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
589
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Metal/ Wood)
756
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Finishing walls with textured exterior paint of required shade : New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 0m to 14m height
280
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Rolling shutters Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. Including gear lever for two sides.
26
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Doors Double Leaf doorset - Insulated Fire rated doorset (FD 120) - Staircase / exit pathway application / Refuge area.Providing and fixing of ISI marked fire doors as per IS 3614:2021, 120 minutes fire rating with 30 minutes insulation double leaf doorset tested to IS/ISO 3008. Doorset shall include grooved step frame profile of 125x75mm, made of 1.2mm GI (120GSM) and 60mm thick shutter made of 1.2mm GI (120GSM) with infill of 120kg density mineral wool. Grooved frame shall include EPDM smoke seal. Include hardwares, minimum 6nos SS ball bearing hinges of SS304 100x89x3mm, 1no of Single point Panic device and external trim with key cylinder on active leaf and 1no two point Panic device on the inactive leaf, tested as per EN1125 and CE marked. 2no of Door closer with spring size of EN 3-5, as per EN1154 and CE marked. 1no door coordinator for sequencing. 2nos vision panel 200 x 300 with 6mm clear fire rated glass and finished in desired colour of powder coating not less than 50microns including suitable anchors & fire rated puff grouting all inclusive for fixing of doorset - for staircase / exit pathway / Refuge area applications. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. FD1 - 1800x2400mm
1
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Windows & Ventilators Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC (Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
6
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Providing & fixing of Openable window made out of multi chambered UPVC (Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 75mm and GI reinforcement of 1.5mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 5mm plain float glass, Standard hardware with friction hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 900mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
2
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Providing & fixing of louvered ventilator made out of multi chambered UPVC (Matching to RAL-9016) sections and with minimum TiO2 (Titanium Dioxide) at 6PHR with TPE (Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm. Maximum possible size - 1000mm x 1000mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
60
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Roofing Roofing panel - Prefabricated Insulated Roofing Panels - PIR insulated sandwitch panel 50mm thick of 0.4/0.35mm Galvalume sheet on both sides with Polyurethane Foam (puf) with PU foam spray density 35+/-5 kg/m³ sloping roof as per profile. The rate shall include the flashing at necessary locations, roof ridge / apex panel, Gable ends, Gable trim, eve end trims, hardwares, etc., Including scafolding. The quote shall include PVC profiled rain gutters of suitable shape & size with necessary supporting brackets. Downtake pipe - PVC Downtake pipe 100mm dia upto ground with neccessary connecting joints etc., All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
165
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Core cutting Cutting holes up to 30x30 cm in walls including making good the same, including bore packing with cement water 1: 2: 4. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
2
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C. Control building - 6.26 x 10.72m Earth work excavation for pipelines/cables/ footings/ sump by Manual/ Mechanical means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (inculding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.6 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.60m. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
35
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Filling available excavated earth (excluding rock) in the Project Site wherever there is undulation of surface and levelling and preparing the ground for construction work. Since the site is a sloping ground an average fall of 5m is considered for taking up the filling work, 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.All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
21
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Supplying and filling in plinth with sand under floors, foundation of Bridges including watering, ramming, consolidating and dressing complete. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
12
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Anti-Termite Treatment Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 ltr/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications.All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
39.5
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PCC PCC Work- PCC in Bed 1:4:8 @ depth of 1.6m from GL of thickness 150mm. OPC @ 180 Kgs, 40mm & down size graded Granite metal coarse aggregate @ 0.85Cum & fine aggregates @ 0.57 cum machine mixed concrete laid in layers not exceeding 75 mm thick & well compacted. (1 cement :4 sand: 8 Aggregate) Providing cement mortar of mix 1:4:8 (1 cement :4 sand: 8 Aggregate) including cost of all materials, formwork, centering, scafolding labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-1.2. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
2.08
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RCC Providing and laying in position Reinforced cement concrete (RCC) for all super structures of building, Irrigation works, super structure works of columns/ beams, bridges, Drain works & other parallel works. The granite / trap / basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. Including cost of all materials, formwork, centering, scafolding labour charges.
42.6
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Providing and laying in position Reinforced cement concrete (RCC) for all super structures of building, Irrigation works, super structure works of columns/ beams, bridges, Drain works & other parallel works from 3.50m to 7.0 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. Including cost of all materials, formwork, centering, scafolding labour charges
7
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Steel Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)
4316
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MS Work 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 steel windows by welding for window grills, gates, ladders etc., All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
238
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Providing, fabricating and fixing Steel work in built up tubular (round, square or rectangular hollow tubes, sheets etc.) ladders 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. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.All works complete as per the drawing, technical specification and direction of the Engineer in-charge. - ladder & closing shutter for cut out to be considered
116
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Stone masonry Providing 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) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand). All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
2.5
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Brick work Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Modular bricks including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. 0m to 3.5m height.
38
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Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Modular bricks including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. 3.5m to 7m height.
4
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Internal Plastering Providing 18 mm cement plaster in horizontal and vertical surfaces with two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.0m to 3.5m height.
393
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Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.3.5m to 7mheight.
48
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Exterior plastering Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary for external surface with water proofing coumpound, spong finish, grooves, drip mould, including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. 0m to 3.5m height.
164
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Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary for external surface with water proofing coumpound, spong finish, grooves, drip mould, including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.3.5m to 7m height.
46
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Flooring Providing and laying Vitrified tiles for flooring and dadoing (Control room, toilets and different areas as specified in the drawing) of 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, in skirting, riser, treads of steps, 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 as per direction of Engineer in charge. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
181
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Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. Including nosing (Black granite )
10
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Providing and laying flooring and steps fine dressed granite stone slabs 40 mm thick on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications. including nosing (black granite ). All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
6
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Water proofing Providing and laying Water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
157
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Core cutting Cutting holes up to 30x30 cm in walls including making good the same, including bore packing with cement water 1: 2: 4. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
2
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Putty Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (2 Coats). All works complete as per the drawing, technical specification and direction of the Engineer in-charge.Including scafolding. 0m to 14m height.
315
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Painting Internal painting Finishing walls with 100% Premium acrylic emulsion paint of interior grade having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
441
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External painting Providing and applying Premium Acrylic exterior paint of approved quality, colour and shade to wall surtace after cleaning and rubbing the wall surface with wire brush of medium size emery stone to remove all the loosely adhering particles, the surface is then cleaned with water and ensured that it is in line and level. The textured material is then mixed with 40-50% of clean wateruntil a homogeneous thick slurry is formed, the slurry is left for 5-10 min, to react completely with ingredients. The textured finish prepared as above is then applied to the wall surface with suitable roller/spraygun/putty/ blade/ trowel to get the desired finish. The finished surface shall be applied with two coats of exterior paint of approved shade. The rate includes providing and removing scaffolding, all lead and lift and all other incidental charges etc., Complete as per directions of the Engineer-in-charge of the work. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
210
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Distempering with oil bound washable distemper for internal and external surfaces of approved brand and manufacture to give an even shade: New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 0m to 14m height. - Including underground water tank
126
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Metal/ Wood)
91
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Finishing walls with textured exterior paint of required shade : New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
136
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Doors Single Leaf doorset - Insulated Fire rated doorset (FD 120) - Staircase / exit pathway application / Refuge area.Providing and fixing of ISI marked fire doors as per IS 3614:2021, 120 minutes fire rating with 30 minutes insulation single leaf doorset tested to IS/ISO 3008. Doorset shall include grooved step frame profile of 125x75mm made of 1.2mm GI (120GSM) and 60mm thick shutter made of 1.2mm GI (120GSM) with infill of 120kg density mineral wool. Grooved frame shall include EPDM smoke seal. Include hardwares, minimum 3nos SS ball bearing hinges of SS304 of size 100x89x3mm, 1no of Single point Panic device and external trim with key cylinder tested as per EN1125 and CE marked. 1no of Door closer with spring size of EN 3-5, as per EN1154 & CE marked. vision panel 200 x 300 with 6mm clear fire rated glass and finished in desired colour of powder coating not less than 50microns including suitable anchors & fire rated puff grouting all inclusive for fixing of doorset - for staircase / exit pathway / Refuge area applications. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. FD2 - 1200x2400mm
2
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Providing and fixing flush door shutter made out of solid core block board type, well seasoned, chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991 from manufacturer complete as per spcification. 35 mm thick one side teak and one side commercial. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. D1 - 900x2400mm
9.6
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Providing and fixing WPC Solid Door Frame - WPC (Wood & Polymer Composite) Door Frame of size 100mmx50mm to profile with 25mm thick shutter. WPC Door Frame Density 1.08/cm3. The colour of the shutter as per approval. TD1 - 750x2400mm
7.2
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Providing and fixing 12mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to be paid separately) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. GD1 - 900 x 2400mm
2.16
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Providing Sal wood wrought and putup for purlins, common rafters and similar work including cost of materials, labour, usage charges complete as per specifications. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
2.2
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For Fixed Windows: Providing and fixing of Fixed windows UPVC Sections outerframe size of 50x60 with DPDM Gaskets having isolated water drain system and with full reinforcement. windows shall provided with 4mm clear glass. Including cost of All materials, Supplying, installation, transport and Labor. The rate shall be inclusive of all taxes and GST etc. and work shall be carried out as per the technical specifications and instructions of Engineer in charge.- FOR ALL FLOORS. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
6
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Windows & Ventilators Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC (Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). All works complete as per the drawing, technical specification and direction of the Engineer in-charge. Ventilators as per detail drawing.
22.4
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Providing & fixing of Openable window made out of multi chambered UPVC (Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPV(Thermo Plastic Vulcanized) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the openable frame. The frame having overall size of 60mm x 55mm with GI reinforcement of 1mm thickness and openable sash with overall size of 60mm x 75mm and GI reinforcement of 1.5mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 34 mm. Windows shall be provided with 5mm plain float glass, Standard hardware with friction hinge & Multi point locking system with Handle. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 900mm x 1819mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
6
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Providing & fixing of louvered ventilator made out of multi chambered UPVC (Matching to RAL-9016) sections and with minimum TiO2 (Titanium Dioxide) at 6PHR with TPE (Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm. Maximum possible size - 1000mm x 1000mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made). All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
6
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For Fixed Windows: Providing and fixing of Fixed windows UPVC Sections outerframe size of 50x60 with DPDM Gaskets having isolated water drain system and with full reinforcement. windows shall provided with 4mm clear glass. Including cost of All materials, Supplying, installation, transport and Labor. The rate shall be inclusive of all taxes and GST etc. and work shall be carried out as per the technical specifications and instructions of Engineer in charge.- FOR ALL FLOORS. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
6
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Interiors STRAIGHT WORKSTATION (Frame): Providing and fixing STRAIGHT WORKSTATION (Frame) consisting of back to back unit made out of MS CRCA powder coated, tile based system for main and return spine, Top tile finish 8 mm thick MDF covered with Fabric of approved colour and one writing board (600 mm W) and one soft board (600mm W) per workstation, Bottom tile finish 9 mm thick Laminate tile of approved colour, Raceway- one middle raceway (600mm W) below table top per workstation and continous raceway at the skirting level, Wire manager- ABS plastic grommet one number per table,Table top - 25 mm thick PLPB with straight table top End Table 25 mm thick PLPB with straightedge bound Hardware-M powder coated corner bkt,cantilever bkt,separator hook on bkt, L bkt and Table joint plate., as per specifications, drawings and as directed by Engineer in charge. Non Sharing workstation: 2 C) Size : 1200 mmW x 600mm D x 1200 mm ht (Non Sharing work station with Edge binding table top, Single unit)
3
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Provision for office chairs, sofa, etc
1
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D. Pump room (8m x 6m) & underground sump - 3m x 8m Earth work excavation for pipelines/cables/ footings/ sump by Manual/ Mechanical means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (inculding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
154.5
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Earth work excavation for pipelines/cables/ footings/ sump by Manual/ Mechanical means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (inculding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m to 3m including cost of labour, tools, usage & other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m to 3.00m. All works complete as per the drawing, technical specification & direction of the Engineer in-charge.
153
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Earth work excavation for pipelines/cables/ footings/ sump by Manual/ Mechanical means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (inculding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 3m to 4.5m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 3m to 4.5m. All works complete as per the drawing, technical specification & direction of the Engineer in-charge.
153
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Earth work excavation for pipelines/cables/ footings/ sump by Manual/ Mechanical means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (inculding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 4.5m to 6.0m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 4.5m to 6.0m. All works complete as per the drawing, technical specification & direction of the Engineer in-charge.
153
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Filling available excavated earth (excluding rock) in the Project Site wherever there is undulation of surface and levelling and preparing the ground for construction work. Since the site is a sloping ground an average fall of 5m is considered for taking up the filling work, in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
161.5
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PCC PCC Work- PCC in Bed 1:4:8 @ depth of 1.5m from GL of thickness 75mm. OPC @ 180 Kgs, 40mm & down size graded Granite metal coarse aggregate @ 0.85Cum & fine aggregates @ 0.57 cum machine mixed concrete laid in layers not exceeding 75 mm thick & well compacted. (1 cement :4 sand: 8 Aggregate) Providing cement mortar of mix 1:4:8 (1 cement :4 sand: 8 Aggregate) including cost of all materials, formwork, centering, scafolding labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-1.2. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. - including coping on top of compound wall
29.55
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Steel Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)
9520
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MS Work Providing, fabricating and fixing Steel work in built up tubular (round, square or rectangular hollow tubes, sheets etc.) Metal doors, ladders 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. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.All works complete as per the drawing, technical specification and direction of the Engineer in-charge. - ladder & closing shutter for cut out to be considered
927
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RCC Providing and laying in position Reinforced cement concrete (RCC) for all Sub structures of building, Irrigation works, Sub structure works of footing, strong floor, upto below plinth beam, bridges, Drain works & other parallel works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). Also, neccessary compacting / ramming of the earth to be considered for costing.Expansion joints / strip to be considered at regular intervals for the internal road. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. Including cost of all materials, formwork, centering, scafolding labour charges.
118.5
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Brick work Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Modular bricks including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. +0.45m to 3.65m height.
2.5
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Internal Plastering Providing 18 mm cement plaster in horizontal and vertical surfaces with two coats. Under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. 0m to -6m height. Including for UG sump/ slab
312
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Exterior plastering Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary for external surface with water proofing coumpound, spong finish, grooves, drip mould, including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
90
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Water proofing Providing and supplying crystalline integral concrete waterproofing admixture that waterproofs concrete by forming crystals deep in the pores, capillaries and microcracks of the concrete, self-seal waterproof ing compound to bridge shrinkage cracks upto 0.5mm in width & resist hydro-static pressure upto 16bar for both positive & negative pressure confirming to DIN 1048 part 5 for 56% reduction in depth of penetration against control, resistance to chloride penetration confirming to ASTMC 1202 with 64% improvement against control & protecting steel re inforcement against corrosion mixed @ 1% by weight of cementitious content in concrete. ie., integral crystaline waterproofing admix @ 0.55 kg/bag of cement. (For calculation purpose 340 kg of Cement for M-25 grade of Concrete is considered in the analysis). for UG sump. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
362
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Painting Internal Painting Finishing walls with 100% Premium acrylic emulsion paint of interior grade having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.
312
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External painting Providing and applying Premium Acrylic exterior paint of approved quality, colour and shade to wall surtace after cleaning and rubbing the wall surface with wire brush of medium size emery stone to remove all the loosely adhering particles, the surface is then cleaned with water and ensured that it is in line and level. The textured material is then mixed with 40-50% of clean wateruntil a homogeneous thick slurry is formed, the slurry is left for 5-10 min, to react completely with ingredients. The textured finish prepared as above is then applied to the wall surface with suitable roller/spraygun/putty/ blade/ trowel to get the desired finish. The finished surface shall be applied with two coats of exterior paint of approved shade. The rate includes providing and removing scaffolding, all lead and lift and all other incidental charges etc., Complete as per directions of the Engineer-in-charge of the work. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
93
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Core cutting Cutting holes up to 30x30 cm in walls including making good the same, including bore packing with cement water 1: 2: 4. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
4
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E. Compound wall Earth work excavation for pipelines/cables/ footings/ sump by Manual/ Mechanical means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (inculding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
85
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Filling available excavated earth (excluding rock) in the Project Site wherever there is undulation of surface and levelling and preparing the ground for construction work. Since the site is a sloping ground an average fall of 5m is considered for taking up the filling work, in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
35
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PCC PCC Work- PCC in Bed 1:4:8 @ depth of 1.5m from GL of thickness 75mm. OPC @ 180 Kgs, 40mm & down size graded Granite metal coarse aggregate @ 0.85Cum & fine aggregates @ 0.57 cum machine mixed concrete laid in layers not exceeding 75 mm thick & well compacted. (1 cement :4 sand: 8 Aggregate) Providing cement mortar of mix 1:4:8 (1 cement :4 sand: 8 Aggregate) including cost of all materials, formwork, centering, scafolding labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-1.2. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. - including coping on top of compound wall
12.9
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Stone masonry Providing 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) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand). All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
32
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Steel Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)
522
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RCC Providing and laying in position Reinforced cement concrete (RCC) for all Sub structures of building, Compound wall columns, Irrigation works, Sub structure works of footing, upto below plinth beam, bridges, Drain works & other parallel works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). Also, neccessary compacting / ramming of the earth to be considered for costing.Expansion joints / strip to be considered at regular intervals for the internal road. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. Including cost of all materials, formwork, centering, scafolding labour charges.
29
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Brick work Providing and constructing BRICK MASONRY in cement mortar 1:6 (cement : coarse river sand) using well burnt WIRE CUT bricks with "RAT TRAP BOND" including raking out joints 10mm deep, to have exposed finish with sunk pointing, curing, shoring / scaffolding, etc., including toothing / bonding with cross walls of normal brick work (built with class 3.5 bricks minimum average compressive strength not less than 3.5N/sqmm) and provision of two nos., 10G (3.15mm dia) MS wire dowels 200mm long each at every 3rd course at junction of main wall and cross wall etc., complete all as per specifications and drawings and as per direction of engineer-in-charge. [NOTE: 1) Sunken pointing will be measured separately and paid elsewhere as in item. 2) Solid brick masonry around opening such as doors, windows, ventilators to be provided and the quoted rate should include the same and no extra will be permissible on account of this. 3) Rate is inclusive of cost of the MS wire dowels,
toothing and bonding.] for superstructure up to floor five level including
scaffolding, etc.
55
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Plastering Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary for external surface with water proofing coumpound, spong finish, grooves, drip mould, including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. 0m to 3.65m height.
568
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Painting Providing and applying Premium Acrylic exterior paint of approved quality, colour and shade to wall surtace after cleaning and rubbing the wall surface with wire brush of medium size emery stone to remove all the loosely adhering particles, the surface is then cleaned with water and ensured that it is in line and level. The textured material is then mixed with 40-50% of clean wateruntil a homogeneous thick slurry is formed, the slurry is left for 5-10 min, to react completely with ingredients. The textured finish prepared as above is then applied to the wall surface with suitable roller/spraygun/putty/ blade/ trowel to get the desired finish. The finished surface shall be applied with two coats of exterior paint of approved shade. The rate includes providing and removing scaffolding, all lead and lift and all other incidental charges etc., Complete as per directions of the Engineer-in-charge of the work. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
284
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Finishing walls with textured exterior paint of required shade : New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. 0m to 14m height
284
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MS Work Gate - Providing and fixing of MS main gate (5 x 1.8m), Pedestrian gate (1.2x1.8m), Removable drain covers of size 600 x 600mm ( for underground water tank), Metal ladders(down to pump room & underground water tank) etc., made with Metal fabrication work using different sizes of MS Box sections, flats, round pipes, sheets etc,. Also, gate shall have sliding mechanism which is manually operated. The work shall be complete including necessary hardwares, fittings and fixture.
464
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Metal/ Wood)
88.36
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F. Casting yard - 5.77 x 16.34 Filling available excavated earth (excluding rock) in the Project Site wherever there is undulation of surface and levelling and preparing the ground for construction work. Since the site is a sloping ground an average fall of 5m is considered for taking up the filling work, in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
110
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Nominal Steel Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately)
1100
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PCC PCC bed to slope - PCC in Bed 1:4:8 @ depth of 1.5m from GL of thickness 75mm. OPC @ 180 Kgs, 40mm & down size graded Granite metal coarse aggregate @ 0.85Cum & fine aggregates @ 0.57 cum machine mixed concrete laid in layers not exceeding 75 mm thick & well compacted. (1 cement :4 sand: 8 Aggregate) Providing cement mortar of mix 1:4:8 (1 cement :4 sand: 8 Aggregate) including cost of all materials, formwork, centering, scafolding labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-1.2. final layer to finish to the plumb level. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
22
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G. Gas station Earth work excavation for pipelines/cables/ footings/ sump by Manual/ Mechanical means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (inculding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
19
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Filling available excavated earth (excluding rock) in the Project Site wherever there is undulation of surface and levelling and preparing the ground for construction work. Since the site is a sloping ground an average fall of 5m is considered for taking up the filling work, in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
5
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PCC PCC Work- PCC in Bed 1:4:8 @ depth of 1.5m from GL of thickness 75mm. OPC @ 180 Kgs, 40mm & down size graded Granite metal coarse aggregate @ 0.85Cum & fine aggregates @ 0.57 cum machine mixed concrete laid in layers not exceeding 75 mm thick & well compacted. (1 cement :4 sand: 8 Aggregate) Providing cement mortar of mix 1:4:8 (1 cement :4 sand: 8 Aggregate) including cost of all materials, formwork, centering, scafolding labour charges, HOM of machinery complete as per specifications. Specification No. KBS 0.5-1.2. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. - including coping on top of compound wall
4
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Stone masonry Providing 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) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand). All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
3.5
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Steel Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
216
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MS Work Gate - Providing and fixing of Gate (1.8 x 1.8m) made with Metal fabrication work using different sizes of MS Box sections, flats, round pipes, sheets, mesh etc,. Also, gate shall have swing mechanism which is manually operated. The work shall be complete including necessary hardwares, fittings and fixture.
196
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Providing and fixing Steel work in built up 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. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
797
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RCC Providing and laying in position Reinforced cement concrete (RCC) for all Sub structures of building, Compound wall columns, Irrigation works, Sub structure works of footing, upto below plinth beam, bridges, Drain works & other parallel works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). Also, neccessary compacting / ramming of the earth to be considered for costing.Expansion joints / strip to be considered at regular intervals for the internal road. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. Including cost of all materials, formwork, centering, scafolding labour charges.
3.5
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Brick work Providing and constructing BRICK MASONRY in cement mortar 1:6 (cement : coarse river sand) using well burnt WIRE CUT bricks with "RAT TRAP BOND" including raking out joints 10mm deep, to have exposed finish with sunk pointing, curing, shoring / scaffolding, etc., including toothing / bonding with cross walls of normal brick work (built with class 3.5 bricks minimum average compressive strength not less than 3.5N/sqmm) and provision of two nos., 10G (3.15mm dia) MS wire dowels 200mm long each at every 3rd course at junction of main wall and cross wall etc., complete all as per specifications and drawings and as per direction of engineer-in-charge. [NOTE: 1) Sunken pointing will be measured separately and paid elsewhere as in item. 2) Solid brick masonry around opening such as doors, windows, ventilators to be provided and the quoted rate should include the same and no extra will be permissible on account of this. 3) Rate is inclusive of cost of the MS wire dowels,
toothing and bonding.] for superstructure up to floor five level including
scaffolding, etc.
1.5
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GI Fencing 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). All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
45
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Roofing Roofing panel - Prefabricated Insulated Roofing Panels - PIR insulated sandwitch panel 50mm thick of 0.4/0.35mm Galvalume sheet on both sides with Polyurethane Foam (puf) with PU foam spray density 35+/-5 kg/m³ sloping roof as per profile. The rate shall include the flashing at necessary locations, roof ridge / apex panel, Gable ends, Gable trim, eve end trims, hardwares, etc., Including scafolding. The quote shall include PVC profiled rain gutters of suitable shape & size with necessary supporting brackets. Downtake pipe - PVC Downtake pipe 100mm dia upto ground with neccessary connecting joints etc., All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
45
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Aggregates filling - Providing and filling Stone Aggregate (Single size) : 20 mm nominal size at specified location. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
9
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Painting Providing and applying Premium Acrylic exterior paint of approved quality, colour and shade to wall surtace after cleaning and rubbing the wall surface with wire brush of medium size emery stone to remove all the loosely adhering particles, the surface is then cleaned with water and ensured that it is in line and level. The textured material is then mixed with 40-50% of clean wateruntil a homogeneous thick slurry is formed, the slurry is left for 5-10 min, to react completely with ingredients. The textured finish prepared as above is then applied to the wall surface with suitable roller/spraygun/putty/ blade/ trowel to get the desired finish. The finished surface shall be applied with two coats of exterior paint of approved shade. The rate includes providing and removing scaffolding, all lead and lift and all other incidental charges etc., Complete as per directions of the Engineer-in-charge of the work. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
58
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Metal/ Wood)
168
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H. Internal driveway - 6.00 wide alaround Filling available excavated earth (excluding rock) in the Project Site wherever there is undulation of surface and levelling and preparing the ground for construction / road work. Since the site is a sloping ground an average fall of 5m is considered for taking up the filling work, in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
95
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-
... More
Steel Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
5588
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MS Work Gate - Providing and fixing of MS main gate(5x1.8m), Pedestrian gate (1.2x1.8m), Removable drain covers of size 600 x 600mm ( for underground water tank), Metal ladders(down to pump room & underground water tank) etc., made with Metal fabrication work using different sizes of MS Box sections, flats, round pipes, sheets etc,. Also, gate shall have sliding mechanism which is manually operated. The work shall be complete including necessary hardwares, fittings and fixture.
512
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... More
RCC Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, RCC trenches, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately). Also, neccessary compacting / ramming of the earth to be considered for costing. Expansion joints / strip to be considered at regular intervals for the internal road. All works complete as per the drawing, technical specification and direction of the Engineer in-charge. Including cost of all materials, formwork, centering, scafolding labour charges. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
121.5
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Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 750 x 450 x 75/ 150 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge
12
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PART A - EARTH WORK: Earth work excavation for pipelines/cables/ chambers gas pit etc by Manual/ mechanically means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. 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 and lift upto 1.5 m including cost of labour,lift and other incidental caharges, tools, usage& other appurtenances required to complete the work as per direction of engingeer incharge/ architect depth upto 1.5m.In all kinds of soils. Depth upto 1.50m
485
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Earth work excavation for pipelines/cables/ chambers gas pit etc by Manual/ mechanically means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. 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 and lift upto 1.5 m including cost of labour,lift and other incidental caharges, tools, usage& other appurtenances required to complete the work as per direction of engingeer incharge/ architect depth upto 1.5m to 3m .In all kinds of soils. Depth upto 1.50m
85
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Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications
570
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PART B - DRAINAGE (SOIL & WASTE) : Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, transportation and other incidental charges etc, as per directions of engineer incharge/ architectural drawings, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:5:10 Using 40 mm and down size graded crushed coarse ag gregates for 110 mm dia pipes
2.25
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Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift,transportation and other incidental charges etc, as per directions of engineer incharge/ architectural drawings for various diameters and depths noted belowWith Table Moulded Bricks & Heavy Duty SFRC Cover & Frame: For 1.2m dia,
1
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Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. including the cost of CI frame and cover of medium duty , including transportation and other incidental charges etc, as per directions of engineer incharge/ architectural drawings
8
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Constructing brick masonry chamber of internal dimension 610x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. including the cost of CI frame and cover of medium duty, transportation and other incidental charges etc, as per directions of engineer incharge/ architectural drawings
6
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Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. including the cost of CI frame and cover as per meduim duty, transportation and other incidental charges etc, as per directions of engineer incharge/ architectural drawings
2
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Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including transportation and other incidental charges etc, as per directions of engineer incharge/ architectural drawings encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. PVC pipes 75mm dia., 6 kg/sqcm & class 3 Ground floor. code -M010E
14
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Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including transportation and other incidental charges etc, as per directions of engineer incharge/ architectural drawings encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. PVC pipes 90mm dia., 6 kg/sqcm & class 3 Ground floor. code -M010E
10
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Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing transportation and other incidental charges etc, as per directions of engineer incharge/ architectural drawings the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. All material should be of approved make. All works complete as per the drawing, technical specification and direction of the Engineer in-charge PVC pipes 110mm dia., 6 kg/sqcm & class 3 Ground floor. code -M010G
12
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Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing transportation and other incidental charges etc, as per directions of engineer incharge/ architectural drawings the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. PVC pipes 160mm dia., 6 kg/sqcm & class 3 Ground floor. code -M010I
10
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Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 300 mm dia. Code T050B
30
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Rainwater Harvesting (Dia. of well 1.5m and Depth 6.0m) - Providing, constructing 6.0m deep percolation pit comprising of 1.5m dia pre-cast RCC rings, 300mm thick side filling around outside of RCC rings (annular space) with 40mm size boulders including filling of percolation pit upto 1.5m depth (from bottom up) with 25-75mm clean washed gravels followed by 1.5m depth of 10-25mm of clean washed stones including including covering with RCC slab, manhole frame & cover, PVC rungs etc. including arrangement for inlet & outlet pipe, excavation & backfilling as shown in the drawing. The rate shall be inclusive of all labour, material, wastage, scaffolding, transportation, taxes, including all leads, lifts at all levels. All material should be of approved make. All works complete as per the drawing, technical specification and direction of the Engineer in-charge
4
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PUBLIC HEALTH ENGINEERING WORKS - PART C - SANITARY FIXTURES Providing and fixing water closet with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. All material should be of approved make. All works complete as per the drawing, technical specification and direction of the Engineer in-charge
2
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Providing and fixing white vitreous china wall mounted type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required. W.C. pan with ISI marked white solid plastic seat and lid. JaquarACS-WHT-87953IUFSM with concelaed citern Ground floor ladies and gents' toilet. All material should be of approved make. All works complete as per the drawing, technical specification and direction of the Engineer in-charge
2
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Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required :Single half stall urinal with 5 litre P.V.C. automatic flushing cistern. Jaquar URS-WHT-13253N , Ground floor Gents' Toilet. All material should be of approved make. All works complete as per the drawing, technical specification and direction of the Engineer in-charge
1
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Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps. SLS-WHT-6601 with CP Queens collection pillart ap. Ground floor Ladies & Gents' toilet. All material should be of approved make. All works complete as per the drawing, technical specification and direction of the Engineer in-charge
2
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Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :100 mm diameter victorian shower OHS-CHR-1843 & Single lever diverter FUS-CHR-29139 and spout
2
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Providing and fixing in position , CP Health faucet,Hand Shower (Health Faucet) with 8mm Dia, 1.2 Meter Long Flexible Tube & Wall Hook,Two way bib cock (81041). Ground floor ladies and Gents; toilet All works complete as per the drawing, technical specification and direction of the Engineer in-charge
2
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Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Ground floor'. All works complete as per the drawing, technical specification and direction of the Engineer in-charge
2
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Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. Ground floor. All works complete as per the drawing, technical specification and direction of the Engineer in-charge
400
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Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g. Ground floor. All works complete as per the drawing, technical specification and direction of the Engineer in-charge
50
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Providing and fixing brass stop cock of approved quality :15 mm nominal bore . Ground floor. All works complete as per the drawing, technical specification and direction of the Engineer in-charge
2
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Providing and fixing in position SS Toilet paper holder 150 x 150 including necessary screws, wooden cleats etc. complete (Market Rate) FLR-1151 N,Ground floor (European Water closet). All works complete as per the drawing, technical specification and direction of the Engineer in-charge
2
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Providing and fixing in position White vitreous SS soap Dish including cement jointing etc. complete (Market Rate) FLR-1131N, Ground floor. All works complete as per the drawing, technical specification and direction of the Engineer in-charge
2
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Providing and fixing in position SS Towel ring including necessary screws, wooden cleats etc. complete (Market Rate)ACN-1121BN, Ground floor. All works complete as per the drawing, technical specification and direction of the Engineer in-charge
2
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Providing and fixing in position CP brass 20 mm dia Concealed stop cock with wall flange Towel ring including necessary fittings etc. complete (Market Rate)Jaquar Regular Concealed Stop Cock 20MM-089 ALD-CHR-089, Ground floor. All works complete as per the drawing, technical specification and direction of the Engineer in-charge
2
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Providing and fixing sand cast iron trap of 100 mm dia of self cleansing design with screwed down or hinged grating with or without vent arm including cutting and making good the walls and floors, cost of materials, labour, testing, complete as per specifications (Ground floor). All works complete as per the drawing, technical specification and direction of the Engineer in-charge
7
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Providing and fixing M.S stays and clamps for sand cast iron pipes of 100mm dia including cost of materials, labour, complete as per specifications. Ground floor & first floor. All works complete as per the drawing, technical specification and direction of the Engineer in-charge
6
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Providing and fixing M.S stays and clamps for sand cast iron pipes of 75mm dia including cost of materials, labour, complete as per specifications. All works complete as per the drawing, technical specification and direction of the Engineer in-charge
6
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Providing and fixing M.S stays and clamps for sand cast iron pipes of 50mm dia including cost of materials, labour, complete as per specifications. All works complete as per the drawing, technical specification and direction of the Engineer in-charge
8
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Providing and fixing Square mouth gully trap SP-1 complete. With CI grating brick masnory chamwith non modular burnt clay ricks of designation 3.5 & with water tight C.I cover and frame of 300x300mm size (Inside) the weight of cover to be not less than 4.5 kgand frame not to be less than 2.7 kg as per standard design. All works complete as per the drawing, technical specification and direction of the Engineer in-charge
2
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Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including
jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 6KG/SQCM , PVC pipes 75mm dia., 6 kg/sqcm & class 3, Ground floor (Waste line from floor traps & vent pipe) Code -M-1501. All works complete as per the drawing, technical specification and direction of the Engineer in-charge
15
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Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including
jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 6KG/SQCM , PVC pipes 90mm dia., 6 kg/sqcm & class 3, code -M-150J, First floor (Waste line from floor traps & vent pipes) Ground floor Urinals.All works complete as per the drawing, technical specification and direction of the Engineer in-charge
8
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Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including
jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 6KG/SQCM , PVC pipes 110mm dia., 6 kg/sqcm & class 3, code -M-150K, First floor (Waste line from floor traps & vent pipes) Ground floor Urinals and water closets. All works complete as per the drawing, technical specification and direction of the Engineer in-charge
12
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Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including
jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 6KG/SQCM , PVC pipes 160mm dia., 6 kg/sqcm & class 3, code -M-150M, First floor (Waste line from floor traps & vent pipes). All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
18
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PART D - WATER SUPPLY Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 15 mm dia, ground floor. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
2
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Providing and fixing in position brass ball valve high or low pressure with plastic float of approved quality 25mm nominal bore including cost of all materials, labour and HOM with all leads complete as per specifications , Ground floor, All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
2
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Providing and fixing in position 25mm nominal bore brass ferrule with C.I mouth cover including boring and tapping the main, cost of all materials, labour and HOM with all leads complete as per specifications. Ground floor. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
2
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Providing and fixing unplasticised PVC connection pipe with brass union 20mm nominal bore 600 mm length of PVC connection including cost of all materials, labour and HOM with all leads complete as per specifications (Ground floor). All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
4
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Providing and fixing gun metal non- return valve of approved quality (screwed end) :50 mm nominal bore Horizontal. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
2
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Providing and fixing gun metal non- return valve of approved quality (screwed end) :80 mm nominal bore Horizontal. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
2
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Providing and placing on terrace, polyethylene water storage tanks as per IS 12701-1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM and testing complete as per specifications (For 1000 litre capacity) on terrace. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
2000
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Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark,For 25 mm dia GM (Copper alloy) Gate valves,codeN180C, Ground floor. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
2
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Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark,For 32 mm dia GM (Copper alloy) Gate valves,codeN180D, Ground floor
2
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Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark,For 40 mm dia GM (Copper alloy) Gate valves,codeN180E, Terrace. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
2
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Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark,For 50 mm dia GM (Copper alloy) Gate valves,codeN180F, Ground floor. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
2
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Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark,For 65 mm dia GM (Copper alloy) Gate valves,codeN180G, Ground floor. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
1
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Supply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark,For 80 mm dia GM (Copper alloy) Gate valves,codeN180H, Ground floor. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
1
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Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete. (Concealed work including cutting chases and good the walls etc.) - 25mm nominal OD pipes.Ground floor(Intenral & duct Piping). All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
30
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Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (external work). - 32mm nominal OD pipes.Ground floor(Duct Piping) &First floor (Duct piping). All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
75
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Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (external work). - 40mm nominal OD pipes. Terrace piping. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
30
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Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (external work). - 50mm nominal OD pipes. Ground floor Campus supply line. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
150
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Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (external work). - 65.0mm nominal OD pipes. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
50
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Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (external work). - 80mm nominal OD pipes. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
400
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Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latest amendments.3 HP, size 50x40 Head 30M, Discharge 198 LPM. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
2
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Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING
for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type.Upto 6 HP pumps. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
2
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Providing, Installing testing and commissioning of Water level controller with following features, Input voltage 220V AC/50 Hz Voltage Variation +/- 20%, Dry Run Condition 60 Sec Delay after return to normal line voltage and power on. 45 Sec after Dry Run ,Sump and lank levels indication on the facia. Hi/Low/Normal Voltage indication, Flow indication, Pump Motor On/Off /Trip. Push-button to override controls and switches on the Pump motor till the tank fills up. Pump Motor switched on automatically when level falls below set low. Auto / Manual Switch for manual operation of pump motor. Audio Alarm on Dry Run. Push-button to silence the Alarm One N/O Contact for DOL Two N/O, N/C Contacts for Starters etc., complete. All works complete as per the drawing, technical specification and direction of the Engineer in-charge.
2
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PART A - EARTH WORK:
Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. 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 and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m
Fire Line
90
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Extra for excavating trenches for pipes, cables and similar works in all kinds of soil where excavation width is upto 600 mm for depth exceeding 1.5 m, but not exceeding 3 m. add 20 % extra (Rate is over corresponding basic item for depth upto 1.5 m)
30
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Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications
130
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FIRE PROTECTION WORKS -
PART B - FIRE HYDRANT SYSTEM - WET RISER SYSTEM
Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing)250 mm dia , 273.1 mm-6mm thick CSR- 2021-22,Page 90, F020C, pump room
6
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Manufacturing, providing, trasporting, rolling, lowering, laying, jointing and commissioning of ERW (Electric Resistance Welded)/ SAW (Submerged Arc Welded) MS pipes of Outer dia (Fe-410 grade) conforming to IS 3589-2001 with latest amendments, including perfect linking and welding of joints to correct position, cost of the pipes, conveyance, lead, lift charges, cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1:1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1:3 over 50 x 50mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangements for procuring water for testing)250 mm dia , 273.1 mm-6mm thick CSR- 2021-22,Page 90, F020C, pump room
6
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Supply, Installation testing and commissioning of approved make heavy quantity (Class 'C') confirming to as per IS1239 Such as Tees elbows check nuts unions, Flanger, Nipples etc. including cutting welding, Trending fixing on walls, cealing (Using 41-Tech pipe/M.S.angle supports work includes two coats of metal primer and two coats of Red enamel paint etc. 200 mm dia, pump room
6
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Supply, Installation testing and commissioning of approved make heavy quantity (Class 'C') confirming to as per IS1239 Such as Tees elbows check nuts unions, Flanger, Nipples etc. including cutting welding, Trending fixing on walls, cealing (Using 41-Tech pipe/M.S.angle supports work includes two coats of metal primer and two coats of Red enamel paint etc. 150 mm dia, Ring main
6
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Supply, Installation testing and commissioning of approved make heavy quantity (Class 'C') confirming to as per IS1239 Such as Tees elbows check nuts unions, Flanger, Nipples etc. including cutting welding, Trending fixing on walls, cealing (Using 41-Tech pipe/M.S.angle supports work includes two coats of metal primer and two coats of Red enamel paint etc. 100 mm dia, Branch outs
150
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Supplying and fixing Wafer type single flange Butterfly valve conforming to relevant IS 13099/9991 EN GGG40/50 with latest amendments as detailed below of the following diameter and types with TP set and conveying to work site, loading and unloading, stacking etc. with all lead and lift. The rate is inclusive of the cost of valve, TP set, bolts and nuts and excluding earth work.
PN 1.6 250 mm dia pump room
2
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PN 1.6 200 mm dia
4
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PN 1.6 150 mm dia
4
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c) PN 1.6 100 mm dia
2
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Providing & construcitng valve chambers for above valves in 230 mm thick BBM in CM 1:6 on PCC bed of :3:6 150 mm thick, fixing in position ground level, isolation boxes for following dia valves. Including SFRC heavy duty cover and frame etc. complete - a) 150 mm dia. 900x900x900 mm
2
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100 mm dia. 750x750x900 mm
2
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.Supplying Installing, testing and commissioning of 63mm dia single headed Gun mental Hydrant Valve with flanged inlet, stop valve, spindle and cast iron hand wheel. It has a female instantaneous outlet with Blank Cap and is Hydrostatically tested to 21 Kgf/cm2 pressure having a flow rate of 900 LPM at 7 Kgf/cm 2 of pressure with blank cap and wheel as per IS 5290 etc. complete including cost of materials, labour, usage charges of machinery complete
as per specifications.
4
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Supplying Installing, testing and commissioning of63mm mm dia double headed Gun mental Hydrant Valve with flanged inlet 2Nos, stop valve, spindle and cast iron hand wheel. It has a 2 Nos female instantaneous outlet with blank cap and is hydrostatically tested to 21 kgf/cm2 pressure having a flow rate of 900 LPM at 7 kgf/cm2 of pressure confirms to IS : 2190 with blank cap and wheel as per IS 5290 etc. including cost of materials, labour, usage charges of machinery complete as per specifications. complete
4
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.Supplying Installing, testing and commissioning of Reinforced Rubber Lined RRL Fire hose of 63mm dia 15m length as per IS 8423 binded with one set of male and Female lnstantainious Gun metal coupling as per IS 903 complete including cost of materials, labour, usage charges of machinery complete as per specifications.
12
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Supplying Installing, testing and commissioning of Gun metal Branch pipe size of 63mm dia x19mm dia as per IS 903 complete including cost of materials, labour, usage charges of machinery complete as per specifications.
12
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Supplying Installing, testing and commissioning of Hose cabinet made out of 18 gauge M.S.sheet with double glass door with lacing arrangement and painted with two coats of Fire red Enamel paint at outer ise of the Box and two coats of white enamel paint at inner side of the box is to accomodated 2 Nos. of Fire hose box size 20"x24"x10" complete including cost of materials, labour, usage charges of machinery complete as per specifications.
8
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Supplying Installing, testing and commissioning of 19mm dia 36.50m length hose with rubber lining smooth bore, reinforced of natural/synthetic fibres, a rubber cover finish shall be smooth, fluted or fabric marked with minimum thickness of 1.50mm and to with stand a working pressure of 10Kgf/sqcm confirms & tested as per IS 444/ IS 12585 including cost of materials, labour, usage charges of machinery complete as per specifications.
4
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Supplying Installing testing and commissioning approved make Centrifugal pump end suction type couple to Electric mortar of suitable HP, fitted on a common base frame and rated for Fire duty. Including 2 nos. Pressure guages fitted on suction & delivery side of the pump. The pums shall run on 400/440V, 3ph, 50Hz electric supply, Duty of pumps: 2850 Lpm@ 70.Om Head. Control panel shall be per specification stated in Item No.87. including cost of materials, labour, usage charges of machinery complete as per specifications. (Cost of control pannel is not included)
2
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Supplying, Installing, testing and commisioning of fire hydrant multi stage pump capable of delivering 2850Lpm @ 70.0m head coupled to water cooled diesel engine of adequiate HP. It shall be fitted with a radiator on a common base from with complete ancilalary units such as coiling system, non return Valve, Y strainer, fuel tank of adequate coapcity, Pressue guage, pressure switch. Control panel shall beper specification stated in Item No.87. including cost of materials, labour, usage charges of machinery complete as per specifications. (Cost of control pannel is not included)
1
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Supplying, Installing, testing and commisioning electrically driven jockey pump of capacity 180.0 Lpm at 70.0m head with all the necessary accessories viz. Pressure guages etc. operating on 3Ph 50Hz, 400/440 V AC supply incldung foudnation, bolts etc. complete Control panel shall be per specification stated in Item No.87. including cost of materials, labour, usage charges of machinery complete as per
specifications. (Cost of controle pannel is not included)
2
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Supplying Installing testing and commissioning electrically driven Terrance pump of capacity 900.0 Lpm at 35.0m Head with all the necessary accessories viz. Pressure guages etc. operating on 3Ph 50Hz,
2
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Supply and laying of following sizes of Armoured Aluminium Cables for electrical motor, control panel, pressure switch, jockey motor etc.. The rate inclusive of all incidental charges, neccessary scaffolding and redoing the dismantled portions to its original condition wherever found neccessary, etc., complete as per standard specification and as directed by the Departmental Officers. Make: POLYCAB / PARACON /FINOLEX / EQUIVALENT 3 core 95 sq.mm. armoured aluminium cable
50
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4 core 16 sq.mm. armoured aluminium cable
50
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Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required
6
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Supply and fixing of Cast steel ASTM A 216 Gr.WCB double flanged Dual plate check valve Conforming to API 594 with latest amendments Shaft material shall be SS420/431 and spring shall be spring steel superior grade quality as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking with appurtenances., complete with all lead and lift. The rates are inclusive of cost of Galvanised Bolts and Nuts: For Class 300, 80 MM DIA
2
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Supplying Installing, testing and commissioning of Gun metal AIR RELEASE VALVE SIZE OF 25mm dia including cost of materials, labour, usage charges of machinery complete as per specifications. complete
4
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Providing and fixing in position 'Y' type stariners of 200 mm dia including necessary fittings and speicals etc., complete
3
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Providing and fixing in position 'Y' type stariners of 150 mm dia including necessary fittings and speicals etc., complete
2
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Wraping and Galing of U/G pipe line work includes one coat of anti corrossion paint (Black) and two coats of Bituminous cloth. including cost of materials, labour, usage charges of machinery complete as per specifications. 200 mm dia
25
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150 mm dia
125
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100 mm dia
50
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Providing ,fixing and testing pressure switch as per specifications.including necessary accessories etc., complete (Market Rate)
10
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Supply installing, testing and commissioning COMMON control panel for fire fighting system consisting of electrical mortar driven 60 HP Main fire pump, Jockey pump and 12.5 HP consisting of the following INCOMING: 1 No. Set of phase
indicing lamps with SFU Rate 350A 1 No. set of 400 Amps. TPNE Ai. Bus bars 1 No. 0-400 Amps. Ammeter, 1 No.0-600V voltmeter with phase selector switch,
Isolating Switch 400 A OUTGOING for Main Electrical Pump: 1 No. 200 Amps MCB 1 No.S/D starter suitable for 60 HP 1 No. Singel phse preventor suitable for the
pump described above 1 No. set of ON/OFF indicating lamps 1 No. Automanual selector switch OUTGOING for Jockey Pump: 1 No. 50 Amps MCB 1 No. DOL starter suitable for 12.50 HP 1 No. Single phase preventor suitable for the pump described
above 1 No. set of ON/OFF indicating lamps 1 No. Automanual selector switch ENGINE CONTROL SECTION N0.1 Diesel Engine for Standby pump: a) Main switch 2 pole ON/OFF -1 No. b) Batter charger with transpormer with rectifier reistance DC
ammeter, DC voltmeter, T/B selector swith -1 set c) Indicating lamps for fault communication (Battery charger, supply ON, Control ON, engine running, low oil
pressure, high water pressure and enginer overspeed) - 6 Nos. Push buttons for starter, stop reset- 4 Nos. e) Selector switches (Engine control, mode selctor) - 2 Nos.
f) Auxilary rellays/contractors/timer for dsequience operating for starting and
stopping of the engine -1 g) Hooter for audio alarm (Industrial type) -1 No.
Accessoreis for outgoing supply for the morttors Gl SWD earthing wire for the aove
motor Accessories for outgoing supply for Diesel Enginer: Copper conductor
armoured cabe 2.5 sqmm of 12 Core x 2 runs a) Battery 2 strands b) Enginer
ON/OFF 2 strands c) Low oil pressure 3 strands d) Enginer oversped 2 strands e) Water temperature 2 strands f) Spare 1 strand The cost of control panel shall also include necessary pressure swithces with necessary cabling & inter-locked with the
panel to enable sequential operation of Pumps. Including terrace mortar necessary earthing All the components shall be housed in a common cubical.
However, the feed cable for diesel engine driven pump battery charger shall be taken separately including cost of materials, labour, usage charges of machinery
complete as per specifications..
1
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Providing & fixing in position Municipal fire tender Connection (MFTC) or Fire brigade Inlet (FBI) connection consisting of following arrangement a) 2 no' 63 mm dia. instantaneous inlet arrangement on a 150 mm dia. header (Market Rate).
2
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PART C- FIRE EXTINGUISHING SYSTEM (PORTABLE-CHEMICAL BASED) :
Providing 2 Kg C02 Gas Type Fire Extinugisher Squeeze grip type, used Unused Mechanism, Squeeze Grip, Gross Weight 9.1 Kg. empty Weight 7.1 Kg. Can Height 595MM Diameter 108MM, Discharge Time less than 8 Sees, Controllable discharge mechanism, Applicable on Class 8&C Fire, 8 Rating 88, Can Construction : Hot spinning/Forging, Valve Construction : Forging & Machining, Internal Coating of Can : Not Applicable, External coating of Can : Spray Painting, Sheet metal thickness: 4.0MM lSI Approved, 1 Year Warranty.with instalert system with Superior quality EPDM Rubber Hosepipe etc., including cost of materials, labour, usage charges of machinery complete as per specifications. complete
8
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Providing 4.5Kg C02 Gas Type aluminium body Squeeze grip Fire Extinugisher, Trolley Mounted, Easy Weight Management, Used Unused Mechanism, Squeeze Grip, Gross Weight 11.16Kg. empty Weight 6.66Kg. Can Height 860MM Diameter 140MM, Discharge Time less than10 Sees, Controllable discharge mechanism, Applicable on Class 8&C Fire, 8 Rating 138, Can Constuction : Cold Impact Extrusion, Valve Construction : Forging & Machining, Internal Coating of Can : Not Applicable, External coating of Can : Spray Painting, Aluminium metal ISO & PESO Approved, 3 Year Warranty. including cost of materials, labour, usage charges of machinery complete as per specifications. complete.
6
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Providing 6kg Fire Extinguisher Mono Ammonium Phosphate Powder 90, Stored Pressure Type, Pressure Gauge, Gross Weight 9.40 Kg, empty weight 3.4 Kg, Can Height 480MM, Diameter 160MM, Discharge Time less than 13 Sees, Controllable discharge mechanism (Squeeze grip with easy snap safety seal), Range minimum 4 meters, applicable on Class A,B, C and electrically started Fire, A Rating 3A, B Rating 21B, Can construction : Deep drawn & Co., Mig welded, valve Construciton : Forging and Mechining, Internal Coating of Can: Epoxy powder coating, External Coating of Can: Epoxy Polyster power coating, Sheet metal thickness: 1.60MM, 5 years Warranty with instalert system with Superior quality EPDM Rubber Hosepipe etc., including cost of materials, labour, usage charges of machinery complete as per specifications. complete IS 15683 and CE Approved
8
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Providing 9 Kg Fire Extinguisher Mono Ammonium Phosphate Powder 90, Stored Pressure Type, Pressure Gauge, Gross Weight 9.40 Kg, empty weight 3.4 Kg, Can Height 480MM, Diameter 160MM, Discharge Time less than 13 Secs, Controllable discharge mechanism (Squeeze grip with easy snap safety seal), Range minimum 4 meters, applicable on Class A,B,C and electrically started Fire, A Rating 3A, B Rating 21B, Can construction : Deep drawn & Co., Mig welded, valve Construction : Forging and Machining, Internal Coating of Can : Epoxy powder coating, External Coating of Can : Epoxy Polyster power coating, Sheet metal thickness : 1.60MM, Helium Leak Detection Tested, ISI and EN Approved, 5 years Warranty with instalert system with Superior quality EPDM Rubber Hosepipe etc. complete (
4
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Green mist Extinguishers : Providing 6 Ltr Watermist technology base, Stored pressure type, Rating -8A. 34B & 40F, Mild steel body t, Tamper- proof safety seal, Effective on Class-A, Class-B, Class-F and Electrically Started Fires, Built-in pressure gauge, lnstalert, Uses distilled water, Gross Weight 12.15 Kg, empty Weight 6.15kg, can Height 615mm Diameter 175M M, Controllable discharge mechanism (Squeeze grip with easy snap safety seal), Can Construction: Deep drawn & C02 Mig welded, Valve Construction: Forgin & Machining, ERDA approved, Sheet metal thickness : 2.00MM, Discharge Time : Min. 64 Sec., 5 Year Warranty with instalert system with Superior quality EPDM Rubber Hosepipe etc., including cost of materials, labour, usage charges of machinery complete as per specifications.
complete
4
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PART D - FIRE ALARM SYSTEM Analogue Addressable 1 to 4 loop Fire Alarm Control Panel expandable via plug-in loop driver boards, loop current 500mA maximum per loop, dual flash based
microprocessor, supports to connect 240 addressable devices one each loop via fully digital communication protocol, equipped with a white backlit display (240x64 pixel resolution) graphical LCD Display with at least 6 lines of information, 400 fire zones (soft zones), fully programmable via alphanumeric keypad or configuration software, dedicated USB and RS-232 serial port for direct or PC connection. 10500 events storage, loop current 500 mA, panel shall be equipped with in-built multi-meter for live monitoring of loop current, earth voltage, loop voltage etc., installer's logo application, network card to network with compatible addressable panel(s) and repeater panel(s), capable to connect maximum 200 network nodes on a standard network, features battery charger status and temperature, supports programmable cause / effect on outputs, panel housing meets IP30 ingress protection classification finished in RAL 7035, Independently certified as. Make- ARGUS complying with requirements of BS EN 54 Part 2, 4, and 13. Approved by: LPCB/VDS
1
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Extra Loop Cost for addition / deletion of extra Loop cards in to the panel mentioned above.
1
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Software Supply and installation of software for programming( mapping) the Fire detection and voice alarm system through FACP / Lap top. The software shall consisting with facility like Upload / down load of information's to FACP, Graphics compatible to auto cad, Detectors information with change in address / sensitivity etc as required.
1
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SMOKE DETECTOR Supply, install, test and commissioning of analogue addressable Smoke Sensor detector and standard base (For Detectors/Device without inbuilt isolator, Fault Isolator or Isolator base to be provided with each detector/device) Approval: VDS/UL/EN54. Make: Advanced (UK),Argus (Uk) Simplex, Notifier, EST
2
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SMOKE DETECTORS- with explotion proof enclosure -Providng, Installing, testing and commisioning of Analogue Addressable with explosion proof enclosure, Photoelectric type smoke detectors, programmable for timed automatic sensitivity selection with base, Junction box and other accessories as required and detectors shall be UL listed,
2
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HEAT DETECTORS Supply, install, test and commissioning of analogue addressable dual heat detector and standard base, It shall have multiple modes with min five different heat sensitivity adjustment from 57 Degree to 90 Degree for static response while working on Rate of Rise response. 360° Visible Tri-coloured led for Normal, Fault and alarm condition, addressing shall be by means of Soft addressing or dip switches or decade switches, or suitable punched cards. (For Detectors/Device without inbuilt isolator,
Fault Isolator or Isolator base to be provided with each detector/device) Approval: UL/VDS/EN54. Make: Advanced (UK), Argus ( Uk)Simplex, Notifier
4
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Providng, Installing, testing and commisioning ofAnalogue Addressable Duct sensor detector of photo electric type, programmable for timed automatic sensitivity ( adjustable at site) selection with base and fixing accessories. Detectors shall be UL listed,
2
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RESPONSE INDICATOR Supplying Installing, testing and commissioning of Response Indictor constists of twin LED wioth electronic circutarx work on 24 DC enclose in PVC retangular. complete including cost of materials, labour, usage charges of machinery complete as per specifications.
4
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Providng, Installing, testing and commisioning ofAnalogue Addressable Fault isolator module capable of monitoring shorted loop circuit and automatically restore communications when shorted conditions are corrected.
2
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CONTROL MODULE Supply, install, test and commissioning of Analogue addressable Monitor Cum Control (Input/Output) module (1+1) with inbuilt relay and isolator with LED
indicator, approved to operate in –10°C to +55°C temperature, complies with the essential requirement of the EMC Directive to be supplied with Junction Box, Glands and other mounting accessories for proper installation. In case of Manufacturer with single Input or Output module need to supply One quantity of each for line item. (For Detectors/Device without inbuilt isolator, Fault Isolator or Isolator base to be provided with each detector/device) Approval: EN54. Make: Advanced (UK), Argus, Notifier, Simplex
2
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CONTROL RELAY MODULE Providng, Installing, testing and commisioning ofAnalogue Addressable Control Relay module shall be capable of providing DPDTcontact rated at 24v DC, 2A.
2
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MONITOR MODULE Supply, install, test and commissioning of Analogue addressable Monitor Cum Control (Input/Output) module (1+1) with inbuilt relay and isolator with LED
indicator, approved to operate in –10°C to +55°C temperature, complies with the essential requirement of the EMC Directive to be supplied with Junction Box, Glands and other mounting accessories for proper installation. In case of Manufacturer with single Input or Output module need to supply One quantity of each for line item. (For Detectors/Device without inbuilt isolator, Fault Isolator or Isolator base to be provided with each detector/device) Approval: EN54. Make: Advanced (UK), Argus, Notifier, Simplex
2
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HORN/STROBE Supply, Installation, Testing & Commissioning of Analogue Addressable loop powered Sounder & Beacon with inbuilt isolator and having Min 15 distinct sound patterns/ multitone to indicate Exit doors and direct occupants for safe and fast evacuation and 100dB output with minimum 1Hz Frequency flash rate designed for IP65 requirements and approved to operate in –10°C to +55°C temperature, complies with the essential requirement of the EMC Directive to be supplied with Junction Box, Glands and other mounting accessories for proper installation. (For Detectors/Device without inbuilt isolator, Fault Isolator or Isolator base to be provided with each detector/device) Approval: VDS/UL/EN54. Make: Advanced (UK), Simplex, Notifier,Argus(Uk)
6
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CONTROL MODULE Supply, install, test and commissioning of Analogue addressable Manual Call Point
(Resettable Type) with inbuilt isolator and LED indicator, designed for IP44 requirements and approved to operate in –10°C to +55°C temperature, complies with the essential requirement of the EMC Directive to be supplied with Barriers, Junction Box, Glands and other mounting accessories for proper installation. (For Detectors/Device without inbuilt isolator, Fault Isolator or Isolator base to be provided with each detector/device) Approval: VDS. Make: Advanced
(UK),Argus(uk)Simplex Notifier
6
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Supplying, installing, testing and commissioning of Cables as specified under & confirming to IS standards and specifications. Supplying, installing, testing and commissioning of 2 core x 1.5 sq. mm, copper Armoured cables FRLS type confirming to IS standards and specifications. Installed on walls/ ceiling etc, with necessary saddles and hardware as required.
200
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Supplying, installing, testing and commissioning of 2 core x 1.5 sq. mm, fire servicers type copper Armoured cables FRLS type confirming to IS standards and specifications. Installed on walls/ ceiling etc, with necessary saddles and hardware as required.
200
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Supplying, installing, testing and commissioning of 2 core x 1.5 sq. mm, copper Armoured cables FRLS type confirming to IS standards and specifications. Installed inside G.I. conduits (25mm dia) & in the trenches buried etc, with necessary accessories.
100
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MS CONDUIT 25 MM DIA-PROVIDING, installing, testing and commissioning approved make MS conduits on ceiling / wall / floor etc. complete with accessories like, Junction boxes, Collars, Bends etc.16swg M.S.Conduits ISI
500
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PERFORATED CABLE TRAY Supplying and fixing of metal trunking (GI) with necessary supports, anchor fasteners etc. complete. Size shall be 40mm x 100mm x 40mm and 2mm thick, for multiple wires / cables/conduits.
50
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COMPUTER & PRINTER Supply, installation, testing and commissioning of PC with i7 processor, with 3.3GHz, 16 GB RAM, 1 TB HD, 17" LCD color monitor, with A4 size laser jet printer, desk top mounted. DELL/HP/LENOVO
1
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BEAM DETECTOR Providing ,fixing, testing and commissioning of beam detectors , this shall have transmitter and receiver with a maximum range of 100 meters and minimum range of 40 meters , it shall have 4 fixed sensitivity levels, 2 automatic variable sensitivity modes, it shall operate in infra red slight spectrum, numerical indicaters,standbye fault and alarm LED indicators visible from front and bottom +/_ 10 degree horizontal & vertical alignment, automatic drift compensation etc., complete.
2
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Providing's Escape Singage Photoluminescent rigid plastic, 2 mm thickness, Printed on High Quality glass paint with UV resistance, 5 years warranty, Material Used - Non Radiocactive, non-phosphorous, non toxic and lead free. Available in different types & sizes, Time after removing the light source (in minutes) 60 minutes, Luminescent intensity (milicandelas * per square meter - mcd/sqm) : 30 mcd/sqm. Luminescent Intensity greater than 0.32 mcd/sqm, Period of Light Decay* (In Minutes) :3100, including cost of materials, labour, usage charges of machinery complete as per specifications.
6000
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Supply, installation, testing and commissioning of gas leakage and carbon monooxide detector with all accessories as required,(rate for area protected in sqm).
4
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PART E - PUBLIC ADDRESS SYSTEM 30 ZONE CONSOLE
Supplying Installing, testing and commissioning of P.A.System 30 ZONE console panel with push button with speaker and indictoron Accomdated in M.S.Cabinet with painting including cost of materials, labour, usage charges of machinery complete as per specifications. 20 zones complete
1
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Providng, Installing, testing and commisioning of 19" Rack 650mm depth, 42U high amplifier rack assembly made of aluminum channel equivalent to euro rack system, with side and rear panels made of 14 swg powder coated sheet steel front transparent persplex door and with rails, rollers & bearings. Fans shall provided at the top for ventilation side panels will be ventilated type. The rack shall be powder coated of approved color and spare 'U' shall be covered with blank panels.
1
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P.A.System amplifier 250W RMS out put with complete wiring and controls accessable form front
1
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Supplying, installing, testing and commissioning of 6 W ceiling mounted type speakers.
4
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Supplying, installing, testing and commissioning of 6W wall mounted type speakers.
4
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CONTROL CABLES Supplying, installing, testing and commissioning of 2 core x 1.5 sq. mm, copper Armoured cables FRLS type confirming to IS standards and specifications. Installed on walls/ ceiling etc, with necessary saddles and hardware as required.
400
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PROVIDING, installing, testing and commissioning approved make MS conduits on ceiling / wall / floor etc. complete with accessories like, Junction boxes, Collars, Bends etc. 25 MM DIA
400
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GI PERFORATED CABLE TRAY PROVIDING and fixing of perforated G.I.sheet cable tray with necessary angle iron suspension supports, anchor fasteners etc. complete. Maximum height of suspension shall not exceed 500 mm.Size of the tray is 40mm x 200mm x 40mm and 2mm thick.
50
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I. INTERNAL ELECTRIFICATION WORKS
Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. (Group A).
a) Medium point above 3Mtr upto 6Mtr from tapping point to outlet via switch box.
16
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b) Two outlet in a row, above 3Mtr upto 6Mtr from tapping point to outlet via switches.
4
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c) Three outlet in a row, above 6Mtr upto 10Mtr from tapping point to outlet via switches.
1
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Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments.
a) 1 sqmm.
200
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b) 1.5 sqmm.
500
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c) 2.5 sqmm.
600
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d) 4.0 sqmm.
500
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Supplying heavy guage PVC conduit pipe 19/20/25/32/40 mm dia 2 mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18 SWG GI fish wire wherever necessary.
a) 19/20mm dia 2 mm thick.
400
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b) 25mm dia 2 mm thick.
500
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Supplying and fixing PVC/metal conduit deep junction box.
a) 19/20mm deep junction box.
15
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b) 25mm deep junction box.
5
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Extra for groove cutting in brick wall/cc floor to the suitable depth for concealing of conduit/GI pipe and plastering, finishing upto wall surface complete.
a) Upto 50mm conduit in brick wall.
100
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b) Upto 50mm conduit in CC floor.
100
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Fabricating supplying and mounting MS box made out of 16 SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. 16 SWG.
2000
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Supplying and fixing flush mounting powder coated/galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in brick/stone/CC wall. a) 1 - 3 way
2
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b) 4 - 5 way
15
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c) 6 way
7
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Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. a) 1to 3 Module.
2
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b) 4 Module.
15
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c) 6 Module.
7
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Supplying and fixing of modular switch/ socket/ stepped electronic fan regulator/ dimmer/ telephone socket etc on existing modular switch plate as per IS 3854 and IS 1293. a) 6Amps one way.
12
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b) 6Amps three way socket.
12
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c) 32Amps DP switch
2
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d) 6/16Amps universal socket
2
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Supplying and fixing of metal clad industrial plugs and
sockets. a) 2pole+earth 250V PLUG. 10 Amps
15
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b) 2pole+earth 250V SOCKET 10 Amps
15
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c) 3pole+earth 440V PLUG. 30 Amps
5
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d) 3pole+earth 440V SOCKET 30 Amps
5
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Supplying 4mm thick plastic sheet with necessary nitches for fixing switches, regulators etc., and fixing on existing wooden or metal box using N.F. screws.
1000
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Supplying and fixing regular MCB distribution boards on wall/ wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure.a) 6Way SP &N
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b) 8Way SP &N
1
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c) 4Way TP &N
1
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d) 4 Way SP & N
2
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Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.
6 to 32Amps SP.
26
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50 to 63Amps TPN.
2
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Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V up to 300mA sensitivity on existing wood/ panel board.
a) 16A-25 Amps 2 pole
3
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b) 32A-40 Amps 4 pole
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FITTINGS AND FIXTURES
Supplying of ......feet - PVC Batten with integrated LED tube.....W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition.
LED light fighting 2x 4' - 20 /22 w
7
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Supply of round/square recess/surface mounted rolling type LED Down light with .......W GU 10 LED Lamp Rib Fabricated from Die cast aluminium with white powder coated prewired to mains connector & has swiveling unit of aluminium die cast eye ball & LED Lamp position retained by circular wire spring, with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50/60Hz & Power factor 0.9 along with CE approved. 2years Warranty against any manufacturing defect working under standard electrical condition
LED square or round down light 10-12W
6
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Supplying and fixing square/round/oblong type bulk head light fitting with 10W LED lamp with all accessories. (Havell's/ Panasonic or equivalent).
5
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15 Watts LED, wall bracket light fixture as per consultant choice with suitable drivers, SPD (2.5KV).
4
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10 Watts LED, wall mirror light fixture as per consultant choice with suitable drivers, SPD (2.5KV).
2
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Supplying exhaust fan of 1440 RPM of 300mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply.
2
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Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete.
15" Sweep (450mm)
6
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Supplying wall mounting fan suitable to operate at singlephase 230v A.C. supply.
400mm Sweep
1
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Supplying and fixing wall mounting fans (air circulator fans) 600mm (24") sweep, suitable for operation on 250V, 50Cy. AC supply complete with oscillating facility, wall mounting bracket, metallic blades, capacitor, built in three speed regulator, mesh guard and other accessories. (Havells /Bajaj /Almonard or equivalent).
4
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Supplying, erecting, testing and commissioning of flameproof & weatherproof LED light fixtures suitable for 90W, 250V AC, 50Hz, LLF Moonstar 61 series as per IS/IEC 60079-1, IP-66 standard as per IS/IEC 60529 with die cast aluminium alloy body with heat, resistant & toughened clear dome glass. Dark admirality grey epoxy powder coated shade paint, with all accessories. Prices include all the necessary accessories for fixing the light fictures from the truss at a convenient height.
13
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Supply of LED Street light luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency130lm/w, nominal CRI 75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source.
LED Streetlight 40watts
11
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3 Watts LED, wall up light fixture as per consultant choice with suitable drivers, SPD (2.5KV).
25
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Fixing all types and all capacities of fluorescent / false ceiling/ spot light / CFL / LED fittings indoor on the wall / ceiling /rafters / girders using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps.
19
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Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S' hook with fan regulator to the existing board together with supplying and fixing 5 amps. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring.
1
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Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 amps. ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire.
8
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PANELS, UG CABLE AND ALLIED WORKS
a) Main LT Panel Supplying, erecting, testing and commissioning of sheet steel fabricated (14/16 gauge) Medium Voltage main control Panels, cubicle type with hinged front door with locking arrangements. The board shall be free standing type, dust and vermin proof, having provision for extension on both sides. The boards shall be supplied with the following equipments necessary bus bars, etc., including inter connections as required. The board shall be provided with detachable plate at top and bottom of cable alley, having adequate knockouts for facilitating conduit/cable entries. The board shall be fixed firmly on a 150mm high concrete pedestal with bolt and nuts, finished neatly with plastering etc., complete. The board shall be applied with one coat of primer after cleaning and degreasing the metallic surfaces and finished neatly with powder coated paint of approved colour. (MR)
Incoming Feeders
2 Nos - 250A/315A, 4P, 36KA, moulded case circuit breaker TM based with motorised and additional 2 NO & 2 NC auxilary contacts. 1 No - 250A/315A, TP+N, 36KA, moulded case circuit breaker TM based with RHOM, and additional 2 NO & 2 NC auxilary contacts. 1 No - 160A, TP+N, 36KA, moulded case circuit breaker TM based with RHOM, and additional 2 NO & 2 NC auxilary contacts.
1 No - Multi Data Meter (A,V,KW,KVA & PF) (Converz or equivalent)
1 No - Earth Fault Relay with CBCT (Converz or equivalent) 4 Sets - RYB phase indicator lamps set with switches and fuses.
4 Sets - Breaker ON / OFF, trip indicating lamps
1 Set - EB/DG ON / OFF indicating lamps with protection fuses.
1 Set - Electrical / Mechanical interlocking system.
1 Set - Emergency stop button
1 Set 400A aluminium bus bars (RYB & N)
1 Set 2Rx25x3 copper bus bar (Earthing)
Outgoing Feeders
2 Nos - 160A, TP+N, 36KA, moulded case circuit breaker TM based with RHOM, and additional 2 NO & 2 NC auxilary contacts. 1 Nos - 100A, TP+N, 36KA, moulded case circuit breaker TM based with RHOM, and additional 2 NO & 2 NC auxilary contacts. 1 No - 63A, TP+N, 36KA, moulded case circuit breaker TM based with RHOM, and additional 2 NO & 2 NC auxilary contacts. 1 No - 63A, TP+N, 36KA, moulded case circuit breaker TM based with RHOM, and additional 2 NO & 2 NC auxilary contacts. (Spare space)
1 No - 40A, TP+N, 10KA MCB's
1 No - 63A, TP+N, 10KA MCB's (Spare space) 1 No - 25A, DP, 10KA MCB's
1
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b) Sub- Main Panel Supplying, erecting, testing and commissioning of sheet steel fabricated (14/16 gauge) Medium Voltage main control Panels, cubicle type with hinged front door with locking arrangements. The board shall be free standing type, dust and vermin proof, having provision for extension on both sides. The boards shall be supplied with the following equipments necessary bus bars, etc., including inter connections as required. The board shall be provided with detachable plate at top and bottom of cable alley, having adequate knockouts for facilitating conduit/cable entries. The board shall be fixed firmly on a 150mm high concrete pedestal with bolt and nuts, finished neatly with plastering etc., complete. The board shall be applied with one coat of primer after cleaning and degreasing the metallic surfaces and finished neatly with powder coated paint of approved colour. (MR)
Incoming Feeders
1 No - 160A, TP+N, 36KA, moulded case circuit breaker TM based with RHOM, and additional 2 NO & 2 NC auxilary contacts. 1 No - Multi Data Meter (A,V,KW,KVA & PF) (Converz or equivalent) 1 No - Earth Fault Relay with CBCT (Converz or equivalent) 1 Set - RYB phase indicator lamps set with switches and fuses.
1 Set - Breaker ON / OFF, trip indicating lamps
1 Set 200A aluminium bus bars (RYB & N)
1 Set 25x3 copper bus bar (Earthing)
Outgoing Feeders
1 No - 125A, TP+N, 25KA, moulded case circuit breaker TM based with RHOM, and additional 2 NO & 2 NC auxilary contacts.
1 No - 100A, TP+N, 25KA, moulded case circuit breaker TM based with RHOM, and additional 2 NO & 2 NC auxilary contacts. 2 Nos - 63A, TP+N, 25KA, moulded case circuit breaker TM based with RHOM, and additional 2 NO & 2 NC auxilary contacts. 5 Nos - 40A, TP+N, 10KA MCB's 2 Nos - 25A, TP+N, 10KA MCB's 2 Nos - 25A, DP, 10KA MCB's 1 Nos - 40A, TP+N, 10KA MCB's (Spare space) 1 Nos - 63A, TP+N, 10KA MCB's (Spare space)
1
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Supplying of Automatic power factor correction panel with APFC relay including 40 KVAR capacitor banks etc., complete as required. Capacitor panel shall be dead front indoor type dust and vermin proof hinged and lockable doors at back side complete with interconnections, cables glands, removable gland plates, lugs bonding to earth with 2 independent earth connections having 2 Nos.25 x 6 mm Cu strip at bottom of panel and painting off white colour inside and outside, (suitable for 400/440V 3-phase 50Hz supply system).The panel shall be provided with legend plate showing panel No. and name of the panel for outgoing feeder details and amperage of main incoming respectively. The panel shall be applied with one coat of primer after cleaning and degreasing the metallic surfaces and finished neatly with two coats of approved colour powder coated.
Incoming Feeders
1 No - 160A, TP&N 36KA, Moulded Case Circuit Breaker, TM based, with RHOM, 2 'NO' + 2 'NC', auxillary contacts.
1 Set 200A copper bus bars (RYB & N)
1 Set RYB phase indicator lamps set with switches and fuses. [Vaishnov or equivalent].
1 No. Multi Data Meter indicating Voltage, Ampere, KW and PF. [Electrex/Enercon/HPL or equivalent]
1 No. 4 stage power factor correction relay. (Epcos / Beluk / Ducati / Phasitron or equivalent)
1 No - 160/ 5 Amp, class 1, current transformer
1 No - Auto / Mannual selector switch.
1 No - Emergency stop button.
4 sets of ON-OFF push button station red & green with 'ON' & 'OFF' indicating lights for each capacitor unit to indicate its position.
1 No. Time Delay Relay.
1 No. No Volt Relay.
Outgoing Feeders
2 Nos. 40A, TP MCB capacitor duty.
2 Nos. 25A, TP MCB capacitor duty.
2 Nos. 40A, TP Contactor with 2 NO & 2NC contacts and 230A AC coil.
2 Nos. 25A, TP Contactor with 2 NO & 2NC contacts and 230A AC coil.
2 Nos. 15 KVAR shunt capacitor units of metalized polypropylene type. (Siemens Epcos / Neptune Ducati or equivalent) 1 No. 10 KVAR shunt capacitor units of metalized polypropylene type. (Siemens Epcos / Neptune Ducati or equivalent)
1 No. 10 KVAR shunt capacitor units of metalized polypropylene type. (Siemens Epcos / Neptune Ducati or equivalent) (Space provision) Toggle /rotary switch (doube throw) for changing operation of capacitor Auto OFF - MANUAL.
Note :- The arrangement drawings for the panels shall be got approved by the Engineer - in -charge /Electrical Consultant before commencement of fabrication.
1
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Supplying and laying following size L.T. underground armoured cable with aluminium conductor in ground /cable trench / cabletrace, including necessary earth work, sand and brick protection, refilling and consolidation etc., where ever required.
a) 3.5 core 240 sqmm
1000
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b) 3.5 core 50 sqmm
50
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c) 3.5 core 35 sqmm
150
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d) 3.5 core 25 sqmm
70
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e) 4 core 10 sqmm
20
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f) 4 core 6 sqmm CU AR
220
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g) 4 core 4 sqmm CU AR
50
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h) 4 core 2.5 sqmm CU AR
100
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i) 3 core 4 sqmm CU AR
100
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End termination of above L.T. cables with brass glands, copper lugs, (crimping type) etc., including necessary connections as required complete.
a) 3.5 core 240 sqmm
4
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b) 3.5 core 50 sqmm
4
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c) 3.5 core 35 sqmm
4
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d) 3.5 core 25 sqmm
2
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e) 4 core 10 sqmm
2
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f) 4 core 6 sqmm CU AR
12
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g) 4 core 4 sqmm CU AR
6
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h) 4 core 2.5 sqmm CU AR
4
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i) 3 core 4 sqmm CU AR
4
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Supplying and fixing 2mm thick perforated cable GI tray with on existing MS angle support using necessary GI bolts/nuts and washer or welding as required.
300x50mm
25
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a) Supplying fixing and connecting G.I. Pipe earth electrodes for grounding metering cubical,fencing, sub-distribution boards, switch boards and other equipments using 40 mm dia, 2.5M long 'B' class G.I.pipe, buried in a pit as per I.S. 3043, including 1.25M long, 20 mm dia, 'B' class G.I.pipe, funnel arrangement, C.I. chamber cover, etc.,The earthing shall be carried out as per drawing issued.
8
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Supplying and running of GI/Copper strips for grounding connections, using necessary fixing materials as required.
25 x 6 mm G.I. strip
200
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Supplying and fixing lightning arrester made out three inches dia sphere with 5 sprongs, 25mm dia 1 Mtr long copper tube,base plate necessary clamping arrangement to connect earth contunity conductors with necessary hardware and other accessories complete
1
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Supplying and fixing twin aviation lamp with necessary bracket 1 Mtr long 25mm dia, G.I. pipe with necessary base plate and hardware. Aviation lamp supplied with (Bajaj or equivalent) supplied with neon type lamp of suitable lighting with accessories complete.
2
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DATA NETWORKING AND ALLIED WORKS
Supplying & fixing of I/O socket with back box
Single I/O
4
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Supplying and drawing UTP-CAT 6E LAN cable.
300
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Supplying heavy guage PVC conduit pipe 19/20/25/32/40 mm dia 2 mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18 SWG GI fish wire wherever necessary.
25mm dia 2 mm thick.
200
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Supplying & Fixing of switch mounting rack with power manager & Cable manager.
12U with 450mm depth
1
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Supplying fixing of Network Switches
16 Port 10/100/1000 Switch
1
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Supplying & Fixing of ... ms Cat 6 Patch Cable
3 m
10
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Supplying & Fixing of Patch panel for LAN cabling
16 Port 10/100/1000 patch panel
1
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