Tender For Civil Works For The Development Of Compact Commercial Facility At The Cial Golf Club Premises, Nedumbassery, Ernakulam-Kerala

TDR : 54626456

Tender Notice
BOQ

33 Days Left

Ernakulam , Kerala

Tender Brief : Tender For Civil Works For The Development Of Compact Commercial Facility At The Cial Golf Club Premises, Nedumbassery

Document Fees
₹ 7434 /-

EMD
₹ 1500000.0 /-

Tender Value
₹ 9.90 Crore /-

Submission Date
16-04-2026

Competition Type
Indian

Bidding Type
Works

Need a Business Loan? Apply Now !


1	SH :EARTHWORK
2	Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
3	Earth work in excavation by means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m,getting out the excavated soil and disposal of surplus excavated soil as directed, within 50 m lead as directed by the Engineer- in-Charge. All kind of soil
4	Earth work in excavation by means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m,getting out the excavated soil and disposal of surplus excavated soil as directed, within 50 m lead as directed by the Engineer- in-Charge.Ordinary rock
5	Earth work in excavation by means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within 50 m lead as directed by the Engineer- in-Charge. lift of 1.5m to 3.00m or part there of All kinds of soil
6	Earth work in excavation by Hydraulic excavator/manual means over areas (exceeding 30cm in depth.1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 1 km and lift upto 1.5 m; disposed earth to be levelled and neatly dressed, as directed by the Engineer- in-Charge-All kinds of soil.
7	Earth work in excavation by Hydraulic excavator/manual means over areas (exceeding 30cm in depth.1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 1 km and lift of 1.5m to 3.00m disposed earth to be levelled and neatly dressed, as directed by the Engineer- in-Charge-All kinds of soil.
8	Earth work in excavation by Hydraulic excavator/manual means over areas (exceeding 30cm in depth.1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 1 km and lift of 4.5m to 6.00m disposed earth to be levelled and neatly dressed, as directed by the Engineer- in-Charge-All kinds of soil.
9	Earth work in excavation by Hydraulic excavator/manual means over areas (exceeding 30cm in depth.1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed, as directed by the Engineer- in-Charge but for every additional lift of 1.5m to 3.00m or part there of : Ordinary rock
10	Extra for Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift from 1.5m upto 3.00m, disposed earth to be levelled and neatly dressed:All kinds of soil in or under water and or liquid mud, for pumping out water as required.( The depth measured from the sub soil water level up to the center of gravity of the quantity executed in difficult conditions.The depth of center of gravity shall be reckoned correct to 0.1m, 0.05m or more shall be taken as 0.1m and less than 0.05m ignored.) unit of measurement will be cum per meter depth
11	Filling available excavated earth(excluding rock) in trenches, under floors,plinth,sides of foundation,in areas etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering,lead upto 300 m including cost and conveyance of all materials,labour charges, etc complete at all levels as directed by the Engineer-in-Charge.
12	Filling in plinth or trenches, under floors, foundations, in areas etc with red earth including watering, ramming consolidating and dressing, cost and conveyance of all materials,labour charges,lead,lift etc complete at all levels as directed by the Engineer-in-Charge
13	Filling in plinth,or trenches, under floors, in areas with crusher sand including watering, ramming, consolidating and dressing including cost and conveyance of all materials, labour charges, lead, lift etc. complete at all levels as directed by the Engineer-in-Charge.
14	Providing and applying Antitermite treatment by injecting chemical emulsion Imidacloprid emulsiable concentrate 0.075% for pre-constructional treatment and creating a chemical barrier as per IS 6313 (Part II) 2001 for wall trenches, foundation, top surface of plinth filling, foundation of wall and floor, along the external perimeter of the building, etc. complete conforming to manufacturers specification and as directed by the Engineer-in-Charge. (Plinth area only to be measured for the payment )
15	Disposal of surplus excavated earth / building rubbish / malba / similar unserviceable,dismantled or waste materials by mechanical means, including loading, transporting, unloading within Airport premises or as directed by Engineer-in-Charge, beyond 50 m initial lead upto 5km including all lifts involved.
16	Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-35 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).Pile shall be socketed atleast one time diameter into medium rock or half times diameter into hard rock as specified in the drawing. Minimum cement content shall be 420kg/cum - 600 mm dia
17	Arranging and conducting vertical load testing of piles in accordance with IS.2911 (Part IV ) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc complete as per specification & the direction of Engineer - in - Charge.- Initial test
18	Arranging and conducting vertical load testing of piles in accordance with IS.2911 (Part IV ) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc complete as per specification & the direction of Engineer - in - Charge.- Routine test
19	Conducting High Strain Dynamic Testing on concrete bored cast in situ piles of 600mm diameter having approx. 18m depth, provision of 4.6T hammer, steel helmet, plywood cushion and guide frame for testing as per ASTM-D 4945 including mobilization data analysis & submission of report. (DL=1270KN & TL=3175KN).
20	SH :CONCRETE WORK
21	Providing and laying cement concrete of specific grade properly mixed and consolidated with hand rammers, including cost and conveyance of all materials, labour, curing, lead ,lift , etc. complete for all work up to plinth levels as directed by Engineer- in-Charge. 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
22	Providing and laying cement concrete of specific grade properly mixed and consolidated with hand rammers, including cost and conveyance of all materials, labour, curing, lead ,lift , etc. complete for all work up to plinth levels as directed by Engineer- in-Charge. 1:2:4 (1 Cement : 2coarse sand : 4 graded stone aggregate 20mm nominal size)
23	Providing and laying cement concrete of specific grade properly mixed and consolidated with hand rammers, including cost and conveyance of all materials, labour, curing, lead lift , etc. complete as directed by Engineer-in-Charge at all levels.For screed concrete 1:2:4 (1 Cement : 2coarse sand : 4 graded stone aggregate 6mm nominal size)
24	Extra for providing and mixing water proofing compound in cement concrete work, masonry work, plastering etc in the proportion recommended by the manufacturers including cost and conveyance of all materials, labour, curing, lead lift , etc. complete as directed by Engineer-in-Charge at all levels.
25	Providing and laying damp-proof course 50mm thick with cement concrete1:2:4 (1 cement: 2coarse sand : 4 graded stone aggregate of 20mm nominal size) including cost and conveyance of all materials,labour charges,lead,lift etc complete at all levels as directed by the Engineer- in-Charge.
26	Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil as directed by the Engineer- in-Charge.
27	Extra rate for PCC 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)in or under water and or liquid mud,including pumping out water and removing slush etc as required and as directed by the Engineer-in-Charge(The quantity will be calculated by multiplying the depth measured from the subsoil water level up to centre of gravity of concrete under sub soil water level with quantity of concrete in cubic meter executed under sub-soil water.The depth of center of gravity shall be reckoned correct to 0.1m, 0.05m or more shall be taken as 0.1m and less than 0.05m ignored.)
28	Providing and laying light weight cement concrete (Density 1100-1200kg/m3)Maximum Size of Aggregate 4.75mm,Water content 185kg,Cement Content 280kg,GGBS Content 160kg,Total Fine Aggregate 520kg,EPS Thermocol Beeds 8kg, Airen Admixture -.35 to .50% of binder,Mid PCE Admixture-.30 to .50% of binder or approved design mix as directed by the Engineer in charge, properly mixed and consolidated with hand rammers, adding admixtures in recommended proportion including cost and conveyance of all materials, labour, curing, lead lift , etc. complete for sunken floor filling as directed by Engineer-in-Charge at all levels.
29	SH : RCC WORK
30	Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M-30 grade conforming to IS 456 or IS 10262 for reinforced cement concrete for footing,pile cap,column,plinth beam,lift pit,sump,holding tank etc using coarse sand conforming to IS 383 and 20mm nominal size graded hard granite broken stones, excluding the cost of centering, shuttering, finishing and reinforcement including admixtures in proportion of 0.5%of weight of cement (asper IS 9103) to accelerate,retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-Charge. Minimum cement content is 410Kg/m3.All work upto plinth level.
31	Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M-30 grade conforming to IS 456 or IS 10262 for reinforced cement concrete for column, beam, slab, lintel, staircase, Over head tank etc using coarse sand conforming to IS 383 and 20mm nominal size graded hard granite broken stones,excluding the cost of centering, shuttering, finishing and reinforcement including admixtures in proportion of 0.5% of weight of cement (asper IS 9103) to accelerate,retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-Charge. Minimum cement content is 410Kg/m3.All work above plinth level upto floor V level.
32	Providing ,hoisting and fixing at all level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, slabs,brackets etc. including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand conforming to IS383), cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 Cement : 3 fine sand) on exposed surfaces complete as per direction of Engineer-in-charge but excluding the cost of reinforcement with design mix cement concrete of M-25 grade conforming to IS 456 or IS 10262.Minimum cement content considered in this item is @ 400 kg/cum
33	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding with 16 gauge GI binding wire etc complete including cost, conveyance, lead, lift of all materials for all types of RCC works as per drawing/specification and as directed by Engineer-in-Charge at all levels.Thermo-Mechanically Treated bars
34	Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns etc. for mass concrete.
35	Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform.
36	Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform. shuttering in circular work
37	Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers.
38	Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts.
39	Centering and shuttering including strutting, propping etc. and removal of form for : Edges of slab and breaks in floors and walls under 20 cms wide
40	Centering and shuttering including strutting, propping etc. and removal of form for : Walls of (any thickness) including attached pilasters butteresses plinth and string course etc.
41	Centering and shuttering including strutting, propping etc. and removal of form for : Walls of (any thickness) including attached pilasters butteresses plinth and string course etc.-shuttering in Circular shape
42	Centering and shuttering including strutting, propping etc. and removal of form for : Weather shade, Chajjas, corbels etc., including edges.
43	Extra for additional height in centering, shuttering where ever required with adequate bracing propping, etc. including cost of deshuttering and decentering at all levels , over a height of 3.5 m for every additional height of 1m or part there of (plan area to be measured)
44	Extra rate for RCC work in or under water and or liquid mud,including pumping out water and removing slush etc as required and as directed by the Engineer- in-Charge.(The quantity will be calculated by multiplying the depth measured from the subsoil water level up to centre of gravity of concrete under sub soil water level with quantity of concrete in cubic meter executed under sub-soil water.The depth of center of gravity shall be reckoned correct to 0.1m, 0.05m or more shall be taken as 0.1m and less than 0.05m ignored.)
45	SH :MASONRY WORK
46	Providing and constructing Solid concrete block masonry M-10 grade (mix1:3:6) (1 cement: 3 crusher sand, 6 aggregates 6mm ) in C.M1:6(1cement, 6 crusher sand) with Solid blocks of 30x20x15 cm size and approved quality including scaffolding, raking out of joints,curing, cost and conveyance of all materials, labour, lead, lift, etc. complete for all types of masonry works below the highest plinth level as directed by Engineer-in-charge.
47	Providing and constructing Solid concrete block masonry M-10 grade (mix1:3:6) (1 cement: 3 crusher sand :6 aggregates 6mm ) in C.M1:6(1cement, 6 crusher sand) with Solid blocks of 30x20x15 cm size and approved quality including scaffolding, raking out of joints, curing, cost and conveyance of all materials, labour, lead, lift, etc. complete for all types of masonry works in super structure above the highest plinth level as directed by Engineer-in-charge at all levels
48	Providing and constructing 100 mm solid block masonry in CM 1:4 (1 cement, 4 crushersand) in partition walls, parapets, etc. with blocks of standard sizes and of approved quality (average compressive strength not less than 7N/mm2) including scaffolding, raking out of joints, curing, cost and conveyance of all materials, lead,lift, etc.complete including providing 2 Nos. of 6mm dia bars as reinforcement at every third layer wherever specified (Reinforcement shall be measured and paid for under relevent item ) and as directed by Engineer-in-Charge.
49	Extra for providing and placing in position 2 Nos. 6 mm dia M.S. bars at every third course of single block masonry at all levels including cost and conveyance of MS bars, labour charges, etc complete as directed by Engineer-in-Charge at all levels.
50	SH : STEEL WORK
51	Supplying and fixing rolling shutters of approved make, made of required size GI laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, GI side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454 part 1 and GI top cover of required thickness for rolling shutters including two coats of approved make and colour synthetic enamel paint over two coats of approved make anticorrossive yellow zinc chromate primer, including cost and conveyance of all materials, labour charges,lead,lift etc complete as directed by Engineer in Charge at all levels.80 x 1.25mm GI laths with 1.25mm thick top cover
52	Providing and fixing ball bearing for rolling shutters including cost and conveyance of all materials, labour, etc. as directed by the Engineer-in-Charge at all levels.
53	Extra for providing capsule type GI rolling grill for rolling shutter instead of laths as per the design approved by the Engineer-in-Charge(area of grill to be measured)
54	Steel work in built up tubular ( round, square or rectangular hollow sections etc.) trusses etc., including cutting, hoisting, fixing in position and applying two coats of approved make and colour synthetic enamel paint over two coats of approved make anticorrossive yellow zinc chromate primer, etc. including welding and bolted with special shaped washers etc, cost and conveyance of all materials,labour charges, scaffolding, lead,lift etc complete as directed by Engineer-in-Charge at all levels.Electric resistance or induction butt welded tubes
55	Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying two coats of approved make and colour synthetic enamel paint over two coats of approved make anticorrossive yellow zinc chromate primer, etc. including cost and conveyance of all materials, labour, scaffolding, lead,lift etc. complete as directed by Engineer- in-Charge at all levels.
56	Providing and fixing stainless steel ( Grade 304 min 2.1mm wall thick) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-Charge. (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
57	Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying two coats of approved make and colour synthetic enamel paint over two coats of approved make anticorrossive yellow zinc chromate primer, etc. including cost and conveyance of all materials, labour, scaffolding, lead,lift etc. complete as directed by Engineer- in-Charge at all levels.In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works.
58	Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying two coats of approved make and colour synthetic enamel paint over two coats of approved make anticorrossive yellow zinc chromate primer, etc. including cost and conveyance of all materials, labour, scaffolding, lead,lift etc. complete as directed by Engineer- in-Charge at all levels.In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, allcomplet
59	Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet including shear studs as required confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs.(Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately).
60	Providing temporary sheet piling with Z steel sheet pile of size 400x185x7.5/8.5 or nearest size driving down vertically in lines and levels interlocking with adjacent piles with suitable pile driving unit and all accessories including all labour hire charges etc. complete and as per the directions of departmental officers at site.
61	SH : FLOORING WORK
62	Providing and laying double charged vitrified tile flooring Polished /matte finish 800 x 1600 mm, 9- 10 mm thick with water absorbtion less than 0.08% of first quality confirming to IS:15622 with abrasion resistance less than 144 cubic mm, breaking strength greater than or equal to 2200N, which is stain resistant and chemical resistant of approved make, shade and pattern laid with cement based high polymer modified quickset adhesive confirming to IS:15477, in minimum 6mm thickness (as per manufactures' specification) having spacers 3mm with spacer filling with resin based epoxy grout with high degree of resistance to chemical attack,abrasion and resistance confirming to British Standards 5980:1980 ,including cost and conveyance of all materials, labour charges,lead, lift, curing,cleaning and clearing the debris from all levels and disposing etc, complete and tile protection till handover as directed by Engineer-in-Charge at all levels. The rate includes cutting the sharp edges of tiles with specialised machinery wherever required . The purchase price( excluding GST ) of Polished/matte double charged vitrified tile should be taken as Rs.900/-sqm and any deviation plus or minus in the purchase price( Excluding tax) in approved shade will be adjusted(paid extra or deducted) while making payment to the contractor.The above work shall be carried out by an agency having sufficient experience in flooring and only skilled and experienced persons shall be employed for this purpose.
63	Providing and laying double charged Polished/matte vitrified tile skirting/dadoing of range 800 x1600 mm , 9.0- 10 mm thick with water absorbtion less than 0.08% of first quality confirming to IS:15622 with abrasion resistance less than 144 cubic mm, breaking strength greater than or equal to 2200N, which is stain resistant and chemical resistant of approved make, shade and pattern laid with cement based high polymer modified quickset adhesive confirming to IS:15477, in minimum 6mm thickness (as per manufactures' specification) having spacers 3mm with spacer filling with resin based epoxy grout with high degree of resistance to chemical attack,abrasion and resistance confirming to British Standards 5980:1980 ,including cost and conveyance of all materials, labour charges,lead, lift, curing, cleaning and clearing the debris from all levels and disposing etc, complete and tile protection till handover as directed by Engineer-in-Charge at all levels. The rate includes cutting the sharp edges of tiles with specialised machinery wherever required . The purchase price( excluding tax) of Polished /matte double charged vitrified tile should be taken as Rs 900/sqm and any deviation plus or minus in the purchase price( excluding tax) in approved shade will be adjusted(paid extra or deducted) while making payment to the contractor.The above work shall be carried out by an agency having sufficient experience in flooring and only skilled and experienced persons shall be employed for this purpose.
64	Providing and laying double charged vitrified antiskid tile flooring matte finish 600 x 600 mm, 9- 10 mm thick with water absorbtion less than 0.08% of first quality confirming to IS:15622 with abrasion resistance less than 144 cubic mm, breaking strength greater than or equal to 2200N, which is stain resistant and chemical resistant of approved make, shade and pattern laid with cement based high polymer modified quickset adhesive confirming to IS:15477, in minimum 6mm thickness (as per manufactures' specification) having spacers 3mm with spacer filling with resin based epoxy grout with high degree of resistance to chemical attack,abrasion and resistance confirming to British Standards 5980:1980 ,including cost and conveyance of all materials, labour charges,lead, lift, curing,cleaning and clearing the debris from all levels and disposing etc, complete and tile protection till handover as directed by Engineer-in-Charge at all levels. The rate includes cutting the sharp edges of tiles with specialised machinery wherever required . The purchase price( excluding GST) of Polished/matte double charged vitrified tile should be taken as Rs.600/-sqm and any deviation plus or minus in the purchase price( Excluding tax) in approved shade will be adjusted(paid extra or deducted) while making payment to the contractor.The above work shall be carried out by an agency having sufficient experience in flooring and only skilled and experienced persons shall be employed for this purpose.
65	Providing and laying double charged Polished/matte vitrified tile skirting/dadoing of range 600 x 600 mm , 9.0- 10 mm thick with water absorbtion less than 0.08% of first quality confirming to IS:15622 with abrasion resistance less than 144 cubic mm, breaking strength greater than or equal to 2200N, which is stain resistant and chemical resistant of approved make, shade and pattern laid with cement based high polymer modified quickset adhesive confirming to IS:15477, in minimum 6mm thickness (as per manufactures' specification) having spacers 3mm with spacer filling with resin based epoxy grout with high degree of resistance to chemical attack,abrasion and resistance confirming to British Standards 5980:1980 ,including cost and conveyance of all materials, labour charges,lead, lift, curing, cleaning and clearing the debris from all levels and disposing etc, complete and tile protection till handover as directed by Engineer-in-Charge at all levels. The rate includes cutting the sharp edges of tiles with specialised machinery wherever required . The purchase price( excluding tax) of Polished /matte double charged vitrified tile should be taken as Rs 600/sqm and any deviation plus or minus in the purchase price( excluding tax) in approved shade will be adjusted(paid extra or deducted) while making payment to the contractor.The above work shall be carried out by an agency having sufficient experience in flooring and only skilled and experienced persons shall be employed for this purpose.
66	Providing and laying Polished/lapothra Granite stone for kitchen platforms, vanity counters ,cladding, treads, risers and landing of staircase etc , in required design and patterns, in linear as well as curvilinear portions of the building, as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.(The purchase price excluding GST of Granite stone slab should be taken as Rs.2000/sqm and any deviation plus or minus in the purchase price in approved shade will be adjusted(paid extra or deducted) while making payment to the contractor).
67	Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/granite work including providing necessary holes for pillar taps etc. including rubbing and polishing of cut edges etc. complete as directed by the Engineer-in-Charge at all levels.
68	Providing and laying in correct line and level 60mm thick cement concrete flooring with 1:2:4 (1 cement: 2 coarse sand 4 graded stone aggregate, 65% 20mm metal and 35% 12mm metal)mixing admixtures in recommended proportion (asper IS 9103) to accelerate,retard setting of concrete improve workability without impairing strength and durability.Providing bull marks on the floor area one day prior for getting proper level. Applying by sprinkling carborundum based floor hardeners of approved make on the top of concrete at the ratio of 5kg/m2.Finish the concrete using power floater and power trowel for smooth finish including watering ,curing, cleaning etc..and cutting the grooves in 4mx 4m, 5mm width x20mm depth with mechanical concrete groove cutting machines and filling the groove with approved epoxy sealants. Rate shall include cost and conveyance of all material, labour etc.. Complete as directed by Engineer - in Charge.(All works covered by this specification shall be carried by an experienced agency having sufficient experience in this type of flooring system. Only skilled and experienced persons shall be employed for this purpose.)
69	Cement plaster skirting 18 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement etc.including cost and conveyance of all materials, labour charges,lead, lift, curing etc, complete as directed by the Engineer-in-Charge at all levels.
70	(SH: FINISHING WORKS)
71	6 mm cement plaster to ceiling of mix 1:3 (1 Cement : 3 fine sand) including cost and conveyance of all materials, labour charges, scaffolding, sundries etc complete as directed by the Engineer-in-Charge at all levels.
72	12mm cement plaster of mix 1:4 (1 cement : 4 fine sand)including cost and conveyance of all materials, lead, lift, labour charges, curing, scaffolding, sundries , etc complete as directed by Engineer-in-Charge at all levels.
73	12mm cement plaster of mix 1:3 (1 cement : 3 fine sand)finished with a floating coat of neat cement mix including cost and conveyance of all materials, lead, lift, labour charges, curing, scaffolding, sundries , etc complete as directed by Engineer-in-Charge at all levels.
74	15mm cement plaster of mix 1:4 (1 cement : 4 fine sand)including cost and conveyance of all materials, labour charges, scaffolding, sundries etc complete as directed by the Engineer-in-Charge at all levels.
75	Applying one coat of alkaline resistant cement primer of approved brand and manufacture on wall surface including cost and conveyance of all materials, labour charges, lead, lift, scaffolding, sundries etc complete as directed by Engineer-in-Charge at all levels.
76	Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade for new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). including cost and conveyance of all materials, labour charges, scaffoldings etc complete as directed by the Engineer in Charge at all levels.
77	Providing & Applying high quality acrylic modified resin based texture ofapproved Pattern with anti algae and UV resistance properties to be applied as intermediate finish in desired pattern @ 43.04 kgs/10 sqm to form film of 1- 1.5 mm thickness after scrapping and properly cleaning the surface to remove loose particles from the plaster surface, followed by top coating with Premium Acrylic Smooth exterior paint with Silicone additives of required shade by two or more coats @ 1.43 litres/10 sqm, complete as the direction of Engineer -in-Charge
78	Wall painting with luxury acrylic emulsion paint of interior grade,antifungal & anti bacterial and scratch & stain resistant of approved brand and manufacture to give an even shade on new work Two or more coats over the priming coat(measured and paid separately), for even shade and colour, luxurious high sheen finish and washable emulsion including cost and conveyance of all materials, labour charges, scaffolding, lead,lift,sundries ,etc complete as directed by Engineer-in-Charge at all levels.
79	15mm cement plaster of mix, 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement 2 kg/sqm including mixing water proofing material in separately).proportion recommended by manufacturer at all heights including cost and conveyance of all materials, labour charges, scaffolding, sundries etc complete as directed by the Engineer in charge at all levels. (water proofing liquid will be paid separately)
80	Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof.
81	Extra for providing plaster drip course 20x12mm in plastered surface or moulding to RCC projections including conveyance of all materials, labour,scaffolding charges etc. complete as directed by Engineer-in-Charge, at all levels.
82	SH : WATERPROOFING WORK
83	Providing and applying 2 coats two component acrylic polymer modified elastomeric cementitious water proof coating on inside of trenches,OHT,lift pit , terrace,sunken areas etc.. etc which shall be mixed as per manufacture's technical specification, after thoroughly cleaning the surface by mechanical means to making it free of any loose mortar,unsound substrate,\\"V\\" grooves cut along the construction joints, cracks and joints of slab/wall on the external face and the same shall be filled with polymermodified mortar( CM 1:3 mixed with approved water proofing compound in the proportion recommended by the manufacturers), cracks in the slab (if any), pressure grouting wherever necessary by injecting with approved expanding agent using pressure grouting pump with a pressure of 3 to 4kg/sqm ,strictly maintaining the coverage specified by the manufacturer, including cost and conveyance of all materials,labour charges, etc complete as directed by the Engineer-in-Charge. (This shall be carried out by an agency having sufficient experience in above work and should ensure a warranty of 10 years. Only skilled and experienced persons shall be employed for this purpose.)
84	Providing and applying fully bonded, pre-applied, HDPE , composite waterproofing sheet membrane system with thickness of 1.2 mm with sand finish at top,HDPE film thickness > 0.8 mm and HDPE membrane composite ≥ 1.20 mm The membrane should have strong bonding property between the top sanded layer and fresh concrete, so that there is no lateral water migration between membrane and the structural concrete of underground structure. The overlaps min. 80 mm on side laps which.End laps the sand is removed by hot shoveling to a width of 80 mm and there upon the clean band is overlapped using double sided tape . The membrane shall have Resistance to static puncture ≥ 1000 N (ASTM E154) Tensile strength ≥ 25 MPa (film) (ASTM D412 mod) Elongation ≥ 550 % (ASTM D412 mod) , Adhesion in peel ≥ 900 N/m (ASTM D903 mod) ,Joint peel resistance ≥ 1500 N/m (ASTM D1876) ,Foldability at low temperature Unaffected at -23 °C (ASTM D1970) Water absorption < 0.5 % (ASTM D570) , Water tightness > 71 m of hydrostatic head (ASTM D5385 mod) ,Permeability to water vapour < 0.10 ng/Pa·s·m2 (ASTM E96, method B) (The above work shall be carriedout by an agency having sufficient experience in membrane water proofing and should ensure a guarantee of 10 years). Only skilled and experienced persons shall be employed for this purpose.
85	Providing and Applying wet bonded 1.5mm thick reinforced with composite fiber matt and having cross laminated PE film on top face. The bottom face to to siliconised relase liner over adhesive face for wet-application on the retaining wall. The procedure involves the concrete to be saturated by water (use water hose). Any protrusions need to be removed and the concrete surface needs to be cleaned. A bonding slurry Sikashield W1 (with approximate of 2.5–3 kg/m2) is applied to the substrate. Then the membrane is unrolled and pressed into the fresh slurry after removal of the release liner. The long edges of the membrane are overlapped by min. 80 mm and firmly pressed together using a roller. The short edges of the membrane are overlapped in the same way. The overlaps need to be staggered. System Properties: Tensile Strength >5 N/mm as per ASTM D412; Elongation> 330 % as per ASTM D412; Resistance to Tear 330 N as per EN 12310 , Joint Peel Resistance 650 N/m as per EN 12317-1 At 23 °Unaffected Foldability at Low Temperature as per ASTM D1970; Low temperature flexibility is Unaffected over Cycling over crack (100 cycl.) as per ASTM C836; at -25° C; Resistance to lateral water migration 70 m as per ASTM D5385.The cost shall include the cost for providing and Installing protection layer for Unconfined Retaining wall : Providing and fixing the suitable Dimple drain board before the back filling the designated area. (The above work shall be carriedout by an agency having sufficient experience in membrane water proofing and should ensure a guarantee of 10 years). Only skilled and experienced persons shall be employed for this purpose. Only external surface area of retaining wall will be measured.
86	Providing and Placing in position suitable PVC water stops conforming to IS : 12200 for construction / expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete: Serrated with central bulb ( 225 mm wide, 8-11 mm thick) The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage.
87	Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steeel bar conforming to IS:1786, having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) Complete as per design
88	Providing and fixing CI manhole cover with frame 600x600 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg in concrete slab over manholes/Inspection Chambers/Drains, including cost and conveyance of all materials, all labour charges,lead, lift, sundries, etc., complete. as directed by the Engineer- in-Charge
89	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3 ( 1 cement : 3 coarse sand) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge ( length of finished kerb edging shall be measured for payment ). (Precast C.C. kerb stone shall be approved by Engineer-in-Charge)
90	Construction of granular sub- base by Providing close graded Material conforming to specifications,mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30
91	Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer -in-charge
92	Providing and laying factory made chamfered edge Cement Concrete paver blocksin footpath, parks,lawns, drive ways or light traffic parking etc, of required strength,thickness & size/ shape, made by table vibratory method using PU mould, laid inrequired colour & pattern over 50mm thick compacted bed of sand, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layerthrough vibratory compaction by using plate vibrator, filling the joints with sand andcutting of paver blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge.60mm thick cement concrete paver block of M-35 grade with approved colour,design& pattern.
93	SH: CEILING SYSTEMS
94	Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main ‘T’ runner uitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm ade out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, utting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge.
95	SH:- JOINERY WORKS
96	Providing and fixing aluminium work for doors, windows, ventilators and frame work for partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):For fixed portion Anodised aluminium (anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15)
97	Providing and fixing powder coated aluminium work for doors ,windows& partitions with extruded built up standard tubular sections/appropriate Z sections & other sections of approved make confirming to IS:733 & IS:1285 fixed with rawl plugs & screws or with fixing clips including necessary filling up of gaps at junctions,at top,bottom & sides with required PVC/neoprene felt etc.Aluminium sections shall be smooth,rust free,straight,mitred & jointed mechanically where ever required including cleat angle,aluminium snap beading for glazing/panelling,cp brass/stainless steel screws,removing the stickers clearly all complete as per architectutral drawings & directions of Engineer-in-Charge at all levels.(glazing & panelling to be paid seperately).Minimum thickness of powder coating for powder coated Aluminium shall be 50 micron. For fixed portion
98	Providing and fixing powder coated aluminium work for doors ,windows& partitions with extruded built up standard tubular sections/appropriate Z sections & other sections of approved make confirming to IS:733 & IS:1285 fixed with rawl plugs & screws or with fixing clips including necessary filling up of gaps at junctions,at top,bottom & sides with required PVC/neoprene felt etc.Aluminium sections shall be smooth,rust free,straight,mitred & jointed mechanically where ever required including cleat angle,aluminium snap beading for glazing/panelling,cp brass/stainless steel screws,removing the stickers clearly all complete as per architectutral drawings & directions of Engineer-in-Charge at all levels.(glazing & panelling to be paid seperately).Minimum thickness of powder coating for powder coated Aluminium shall be 50 micron.For shutter of doors ,windows & ventilators including providing and fixing hinges/pivots and making provision for fixing of fittings,exhaust fan of required size,etc wherever required including the cost of PVC neoprene gasket required(fittings shall be paid for separately)
99	Providing and fixing glazing with float glass panes in aluminium doors & windows/ aluminium/other partitions for glazed openings with PVC/ neoprene gasket etc. complete as per the architectural drawings and as directed by Engineer-in-Charge at all levels with float glass panes of 5.00mm thickness
100	Providing and fixing glazing with float glass panes in aluminium doors & windows/ aluminium/other partitions for glazed openings with PVC/ neoprene gasket etc. complete as per the architectural drawings and as directed by Engineer-in-Charge at all levels with float glass panes of 4.00mm thickness
101	Providing and fixing 12 mm thick panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows ( area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled and glazed shutters 25 mm to 40 mm thick. Marine plywood conformingto IS : 710
102	Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss/ matt/suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS: 2046 Types S, including cost of adhesive of approved quality. 1.0 mm thick
103	Providing and fixing 12 mm thick toughened glass on existing approved frame for canopy work as per manufacturers specification. The rate shall includes cost and conveyance of all materials, labour charges, lead, lift, ,all fixing arrangement and making necessary holes,glass to glass joining (with silicon ) etc all complete as per approved drawing as directed by Engineer-in-Charge .All toughened Glass shall be heat soaked.(frame work shall be measured under relevent item)
104	Design, supply, installation, testing, and commissioning of an automatic sliding glass door system of approved make , complete in all respects, and directions of the Engineer-in-Charge. The automatic door shall be, comprising double shutter (2-leaf) sliding arrangement. The door operation shall be of, capacity 6 m, Type-A, complete with Nemo motion sensor, inbuilt locking system, control unit, power supply, and all standard safety features. The door shutters shall be made of glass shall be laminated toughened glass of total thickness 13.52 mm, comprising 6 mm ST-136 toughened glass +0.76 mm aquatic interlayer + 0.76 mm PVB interlayer + 6 mm clear toughened glass,conforming to relevant IS codes, with polished edges. The system shall include all required fittings and accessories such as aluminium top track, rollers, guides, patch fittings, clamps, sensors, locks, wiring, brackets, and fasteners of approved quality. The installation shall be carried out by trained technicians, including all electrical connections, alignment, adjustments, andfunctional testing. The rate shall be inclusive of all materials, labour, tools & tackles, wiring, accessories, installation charges, testing, commissioning, and handing over, complete to the satisfaction of the Engineer-in-Charge.
105	Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately),including applying 2 coat PU ceramic coat, the surface suitably cleaned by using sand paper, filling of grains with wood filler and dent filler by applying approved wood stain for getting required shade over 2 coats of PU sealer ,sanding the surface after applying PU sealer and applying 2 coats of PU ceramic matt top coat. etc complete as per drawing. Second class teak wood
106	Supplying & fixing fully finished Pre Hung flush door of approved size and frame with 110x40mm size. Both side HP Laminate door Standard of approved colour/pattern, Flush door with matching PVC Wrapped WPC Jamb with front side Architrave back side Tackers. Door of 35mm thick with 4 side edges PVC lipping / Lock Hole Boring (Using mortise lock) / Hinge Rebate Cutting (4 Nos) / Extruded core filling. 1 No with matching PVC Wrapped WPC Jamb with front side architrave back side Tackers,The rate shall includes cost and conveyance of all materials,all labour charges,infill,Construction bolt, Silica,Gum, Nails lead,lift ,etc complete as directed by Engineer-in-Charge at all levels.800mm x2100mm
107	Supplying & fixing fully finished Pre Hung flush door of approved size and frame with 110x40mm size. Both side HP Laminate door Standard of approved colour/pattern, Flush door with matching PVC Wrapped WPC Jamb with front side Architrave back side Tackers. Door of 35mm thick with 4 side edges PVC lipping / Lock Hole Boring (Using mortise lock) / Hinge Rebate Cutting (4 Nos) / Extruded core filling. 1 No with matching PVC Wrapped WPC Jamb with front side architrave back side Tackers,The rate shall includes cost and conveyance of all materials,all labour charges,infill,Construction bolt, Silica,Gum, Nails lead,lift ,etc complete as directed by Engineer-in-Charge at all levels.1000/1050x2100
108	Providing and fixing fire resistant door frame of section 50 x 60 mm on horizontalside & 35 x 60 mm on vertical sides having built in rebate made out of 1.6 mmthick GI sheet ( Zinc coating not less than 120gm/m2) suita2ble for mounting 120min Fire Rated Glazed Door Shutters. The frame shall be filled with Mineralwool Insulation having density min 96Kg/m2 . The frame will have a provision ofG.I. Anchor fastners 14 nos ( 5 each on vertical style & 4 on horizontal style ofsize M10 x 80 ) suitable for fixing in the opening along with Factory madeTemplate for SS Ball Bearing Hinges of Size 100x89x3mm for fixing of fire ratedglazed shutter . The frame shall be finished with a approved fire resistant primeror Powder coating of not less than 30 micron in desired shade as per thedirections of Engineer - in- charge . (Cost of SS ball bearing hinges is excluded)
109	Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 minFire Rating confirming to IS:3614 (Part II) or EN1634-1:1999, tested and certifiedas per laboratory approved by Engineer-incharge,with suitable mounting ondoor frame, consisting of vertical styles, top rail & side rail 60 mm x 60 mmwide and bottom rail of 110 mm x 60 mm made out of 1.6mm thick G.I. sheet(zinc coating not less than 120gm/m²) duly filled mineral wool insulation havingdensity min 96 kg/m³ and fixing with necessary stainless steel ball bearing hingesof size 100x89x3mm of approved make, including applying a coat of approvedfire resistant primer or powder coating not less than 30 micron etc all completeas per direction of Engineer-in-charge (panelling to be paid for seperately)
110	Providing and fixing glazing in fire resistant door shutters, fixed panels & partitionsetc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than120 gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mmfrom the edges and 150 mm c/c , including applying a coat of approved fire resistantprimer/powder coating of not less than 30 micron on G.I. beading, & special ceramictape of 5 x 20 mm size etc complete in all respect as per direction of Engineer-incharge.The glass shall be clear, toughened, interlayered, non-wired fire resistant having11 mm thickness of approved brand with 120 minutes of fire resistance both integrity &radiation control (EW120) and minimum 15 min of insulation (EI15) and having a soundreduction of ?37dB and LT of 86%. Glass shall be compliant to class 2(B)2 category ofImpact Resistance as per EN 12600. The glass should be manufactured in UL & TUVaudited Facility and including UL-EU Certification.The maximum glazing size cannotbe more than 1100 mm x 2200 mm (w x h) or 2.42 sq mts in total area. The test report forthe complete system (Glazed Door or Partition) will be considered valid only if it containsthe stamp and signature of the authorized signatory from the glass manufacturer.(Actual glass size is to be measured at site for payments).
111	Providing and fixing panic bar / latch (Double point ) fitted with a single body, Trim Latch & Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer -in-charge all complete.
112	Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
113	Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia polyamide P A 6 grade sleeve, including drilling of hole in frame, concrete/masonry/MS section, etc. as per direction of Engineer-in-charge. 10x 160 mm
114	Providing and fixing 6 levers mortice lockcase and double cylinder with key of mirror polished SS-304 grade and necessary SS 304 grade screws etc including cost and conveyance of all materials,labour charges,lead,lift etc complete as directed by the Engineer-in-Charge at all levels.(The purchase price considered for mortise lockcase and double cylinder with key is Rs.1063/no excluding GST and any deviation plus or minus in the purchase price will be adjusted(paid extra or deducted) while making payment to the contractor).
115	Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer with arm(having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 100kg), with necessary accessories like SS 304 grade plate and screws etc, including cost and conveyance of all materials,labour charges,lead,lift etc complete as directed by the Engineer-in-Charge at all levels.(The purchase price considered for door closer is Rs.2455/no excluding GST and any deviation plus or minus in the purchase price will be adjusted (paid extra or deducted) while making payment to the contractor).
116	Providing and fixing a pair of lever handle with Europrofile Cylinder of SS 304 grade with necessary accessories and screws etc, including cost and conveyance of all materials,labour charges,lead,lift etc complete as directed by the Engineer-in-Charge at all levels.(The purchase price considered for door closer is Rs.1238/no excluding GST and any deviation plus or minus in the purchase price will be adjusted (paid extra or deducted) while making payment to the contractor).
117	Providing and fixing aluminium casement stays ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete as directed by Engineer -in-Charge at all levels.
118	Supplying and fixing 200 mm Aluminium aldrop as approved by the Engineer in charge
119	SH: FACADE WORK
120	Designing, fabricating, testing, protection, installing and fixing in position semi(grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminum cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, campest., structural and weather silicone sealants, , microwave cured EPDM gaskets for water tightness, pressure equalization & drainage and protection against fire hazard including) Fabricating and supplying serrated M.S. hot dip galvanized / Aluminum alloy of6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon separator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers’) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment ,including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.)
121	Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved color and shade with reflective soft coating on surface # 2 of approved color and shade, an inner Heat strengthened clear float glass 6mm thick, spacer tube 12mm wide, desiccants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor For payment, only the actual area of glass on face # 1 of the glass provided and fixed in position, shall remeasured in sqm.(i) Colored tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement
122	Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardware’s for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 2 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge.
123	Supply and fixing ofHPL cladding work shall include the supply and installation of 6mm exterior-grade HPL panels fixed on a supporting framework made of 63 × 38 × 2 mm aluminium box sections. Vertical aluminium members shall be provided at every 600 mm interval, along with necessary members to ensure proper support and alignment. The HPL sheets shall be fixed using aluminium rivets , maintaining uniform joint gaps as per design. All aluminium profiles shall be rust-free, properly anchored to the structure, and aligned plumb and level. The completed cladding surface shall be neat, securely fixed, and free from any dents, stains, or defects.
124	Spider glazing work shall consist of the design, supply, and installation of a frameless glass system up to a height of 4.5 metres, using 12mm clear toughened glass panels supported on 17.52mm laminated toughened glass fins (8mm + 1.52 PVB + 8mm). All glass shall be machine-polished, defect-free, and drilled prior to toughening to suit the spider routels. The system shall include SS 316 grade spider fittings, routels, bolts, washers, and brackets, ensuring durability and corrosion resistance. The 17.52mm laminated toughened fins shall be securely fixed to the structural members using SS 304 brackets, designed to safely transfer wind loads and maintain stability at the 4.5m height. All joints shall be sealed using non-staining, UV-resistant structural silicone, with compatible spacers, setting blocks, and gaskets. Installation shall be performed with proper alignment tools and safety measures, ensuring uniform joint gaps and a clean, damage-free finish.
125	Providing sprayable Fire-rated joint spray to provide minimum 2 hours of fire rating when tested as per UL 2079/IS 18190 : 2023 standard with min 64Kg/M3 density mineral wool and min 33% compressibility to be maintained during application. The product ( CFS SP WB) to have upto 50% Movement Capability and Sound Insulation of 55db as per ASTME-90. The product shall have passed the 500 cycles requirement as specified by ASTM E 1399 class II. The product shall carry carry test certificate for mold resistance rating of 0 as determined by ASTM G21-96 and shall have a VOC content of approx. 60 g/l as per LEED 2009. The product shall carry test certificate as per ASTM E 1399 class II for movement capability. The product shall be UL listed & Classified and shall bear the UL and FM approval logo on the packing. Firestop installation should be done by manufacturer trained applicators and in accordance with manufacturer guidelines. (ASSUMED 200 MM GAP WIDTH)
126	SH :SANITARY INSTALLATION
127	Providing&fixing of star white vitreous China European wall hung pan with soft close seat and lid with CPbrass hinges and rubber buffers with dual flush 3/9litre and Ceramic cistern of approved make and model complete including cost and conveyance of all materials ,labourcharges, lead.lift,cutting, making good thewalls,floors,slab whereve rrequired testing and commissioning to the satisfaction of Engineer in Charge as per direction of Engineer-In charge at all levels.(Thepurchaseprice(Exclusive of all taxes)of WC pan with soft close seat and lid including ceramic cistern and all accessories shall be taken asRs 15611/-and any deviation plus or minus in the purchase price of approved make will be adjusted(will be paid extra or deducted) while making payment to the contractor). The above works shall be carried out by anagency havings ufficient experience and should ensure a guarantee of 5 years and only skilled and experienced persons shall be employed for this purpose.
128	Providing&fixing star white vitreous china flat back urinal within auto closing concealed flush valve of approved size with all accessorie stop rovide satisfactory functioning including necessary wall cutting/ chasing and making good, as required forurinal flushing etc complete, testing and commissioning to the satisfaction of Engineer in Charge as per direction of Engineer- In charge at all levels .(The purchase price (exclusive of all taxes) of urinal with pressmatic flush button shall be taken as Rs.7464/- and any deviation plus or minus in the purchase price of approved make will be adjusted (will be paid extra or deducted) while making payment to the contractor).The above work shall be carried out by an agency having sufficient experience and should ensure a guaranteeof 5years and only skilled and experienced persons shall be employed for this purpose.
129	Providing and fixing of star white vitreous china urinal division plate of approved quality and make with fittings /fastener including cutting and making good the walls,cost and conveyance of all material, labour charge,lead,lift, etc. complete as directed by the Engineer-in- Charge. (The purchase price considered for star white vitreous china urinal division plate excluding tax is Rs4001/-and any deviation plus or minus in the purchase price will be adjusted will be paid extra or deducted) while making pay ment to the contractor). The above works hall be carried out by anagency having sufficient experience and should ensure a guarantee of 5years and only skilled and experienced persons shall be employed for this purpose.
130	Providing &fixing of star white vitreous china under counter wash basin of approved size, CPbrass waste assembly,CPbrass bottle trap with extension piece 450mm long connections pipes wall flanges and rubber adapters forwaste connection, CP brass angle valve,CP brass pillarcock ,complete including CI/MS brackets duly painted, nuts, washers, etc.The rate is including cost and conveyance of all materials,labour charges, lead. lift, cutting, making good the walls, floors, slab wherever required, testing and commissioning to the satisfaction of Engineer in Charge as per direction of Engineer-In charge at all levels.(The purchase price(exclusive of all taxes)of undercounter WB isRs 2117/-.,pillar cock -Rs 1546/-,angle valve-Rs.853/-.,bottletrap-Rs.1320/-.,waste coupling-Rs-.394/-..and any deviation plus or minus in the purchase price of approved make willbeadjusted(will be paid extra or deducted)while making payment to the contractor).The above work shall be carried out by an agency having sufficient experience and should ensure aguarantee of 5years and only skilled and experienced persons shall be employed for this purpose.
131	Providing and fixing CP brass hand spray with lever control (health faucet) of make 1meter long flexible tube and wall hook including CP brass angle valve and all fittings and fixtures of approved make etc complete including cutting and making good the walls,floors,slab wherever required.The rate is including cost and conveyance of all materials, labour charges, lead,lift etc complete as directed by the Engineer in charge at all levels.(The purchase price(exclusive of all taxes) of CP brass hand spray with lever control is Rs.1135/-., angle valve-Rs .853/-. and any deviation plus or minus in the purchase price of approved make will be adjusted (will be paid extra or deducted ) while making payment to the contractor). The above work shall be carried out by an agency having sufficient experience and should ensure a guarantee of 5 years and only skilled and experienced persons shall be employed for this purpose.
132	Providing and fixing CP brass long body bib cock of approved quality and make conforming to IS standards and weighing not less than 690 gms including cost and conveyance of all materials, labour charges, sundries,lead,lift,cutting and making good the walls,floors,slab etc complete, testing and commissioning to the satisfaction of Engineer in Charge as directed by the Engineer in charge at all levels. (The purchase price(exclusive of all taxes) CP brass long body bib cock is Rs 1473/- and any deviation plus or minus in the purchase price of approved make will be adjusted (will be paid extra or deducted ) while making payment to the contractor). The above work shall be carried out by an agency having sufficient experience and should ensure a guarantee of 5 years and only skilled and experienced persons shall be employed for this purpose -15 mm nominal bore
133	Providing and fixing frameless mirror of thickness 5.5 to 6mm, with all four edges machine polished/bevelled and back side protected with safety film and 4 mm thick BWP grade Plywood backing and fixed on walls with mirror screws(spacer). The rate is including cost and conveyance of all materials, labour charges, lead,lift ,cutting and making good the walls,floors,slab etc complete as directed by the Engineer-in-Charge at all levels.
134	Providing and fixing C.P. brass concealed stop cock (control valve) of standard design and of approved make conforming to IS:8931.The rate is including cost and conveyance of all materials, labour charges, lead,lift,cutting and making good the walls,floors,slab etc complete, testing and commissioning as directed by the Engineer in charge at all levels.(The purchase price(exclusive of all taxes) of C.P. brass concealed stop cock (control valve) is Rs..2020/-. and any deviation plus or minus in the purchase price of approved make will be adjusted (will be paid extra or deducted ) while making payment to the contractor). The above work shall be carried out by an agency having sufficient experience and should ensure a guarantee of 5 years and only skilled and experienced persons shall be employed for this purpose.
135	Providing and fixing concealed floor trap of 110mm outer dia(multitrap) including SS cockroach free floor grating with cup etc including cost and conveyance of all materials labour charges ,lead, lift, cutting and making good the walls and floors etc complete as directed by the Engineer-in-Charge at all levels..(The purchase price(exclusive of all taxes)cockroach trap with floor gratings Rs 1188/-. and PVC multi floor trap is Rs.295/- and any deviation plus or minus in the purchase price of approved make will be adjusted (will be paid extra or deducted ) while making payment to the contractor).
136	Providing and fixing floor trap with cockroach trap (multi trap), SS304 grade exposed floor grating with cup including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the directed by the Engineer in Charge at all levels.(The purchase price(exclusive of all taxes)cockroach trap with floor gratings is Rs 895/- and any deviation plus or minus in the purchase price of approved make will be adjusted will be paid extra or deducted while making payment to the contractor).
137	Providing and fixing Cleanout with Spigot, with SS 304 Square Frame Round Frame with Flat Round Cover with Rubber Seal SS Screw including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer in charge at all levels.75mm dia.(The purchase price(exclusive of all taxes)cockroach trap with floor gratings Rs 498/- and any deviation plus or minus in the purchase price of approved make will be adjusted will be paid extra or deducted while making payment to the contractor).
138	Providing and fixing Cleanout with Spigot, with SS 304 Square Frame Round Frame with Flat Round Cover with Rubber Seal SS Screw including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer in charge at all levels.110mm dia.(The purchase price(Exclusive of all taxes)cockroach trap with floor gratings Rs 552/- and any deviation plus or minus in the purchase price of approved make will be adjusted will be paid extra or deducted while making payment to the contractor).
139	Providing and fixing sanitary fixtures for handicapped toilet including one star white wall hung wash basin with C.I. brackets, pillar cock with aerator , 32 mm C.P. brass waste of standard pattern,32mm dia CP brass bottle trap,15 mm dia CP brass angle valve, one number star white vitreous China European floor mounted water closet with ceramic cistern and with soft close seat and lid with CPbrass hinges and rubber buffers of approved make and model, one number CP brass hand spray with lever control (health faucet) of make 1meter long flexible tube and wall hook including CP brass angle valve and all fittings and fixtures of approved make, one number CP brass long body bib cock of approved quality and make conforming to IS standards, one no. hinged rail & 4 nos. of grab rails 60cm etc, designed for people with special needs comes with as per manufacturers specification including cutting and making good the walls and floors wherever required as directed and to the satisfaction of Engineer-in-Charge at all levels.(The purchase price(exclusive of all taxes) of wall hung WB is Rs 1964/-, pillar cock -Rs 1546/- ,angle valve-Rs 853/-, bottle trap-Rs 1320/-, waste coupling-Rs 394/-, grab bar-2028/-,hinged rail-5700/- WC pan with soft closeseat and lid including all accessories shall be taken asRs7326/- and any deviation plus or minus in the purchase price of approved make will be adjusted will be paid extra or deducted while making payment to the contractor. The above work shall be carried out by an agency having sufficient experience and should ensure a guarantee of 5 years and only skilled and experienced persons shall be employed for this purpose.
140	SH:INTERNAL AND EXTERNAL SANITARY LINES
141	Supplying, laying, jointing, testing and commissioning of hard PVC pipes with PVC specials such as tees, bends, door bend, door tee, elbows,unions, etc. with clamps including all necessary pipe supports, testing the lines rectifying any leakages or defects,for soil, waste, rain water,drains, vent pipe, etc. including cost and conveyance of all materials, labour charges, sundries etc complete for internal work-exposed on walls as directed by the Engineer in charge at all levels160mm dia(6kg/cm2)
142	Supplying, laying, jointing, testing and commissioning of hard PVC pipes with PVC specials such as tees, bends, door bend, door tee, elbows,unions, etc. with clamps including all necessary pipe supports, testing the lines rectifying any leakages or defects,for soil, waste, rain water,drains, vent pipe, etc. including cost and conveyance of all materials, labour charges, sundries etc complete for internal work-exposed on walls as directed by the Engineer in charge at all levels110mm dia (6 kg/cm2)
143	Supplying, laying, jointing, testing and commissioning of hard PVC pipes with PVC specials such as tees, bends, door bend, door tee, elbows,unions, etc. with clamps including all necessary pipe supports, testing the lines rectifying any leakages or defects,for soil, waste, rain water,drains, vent pipe, etc. including cost and conveyance of all materials, labour charges, sundries etc complete for internal work-exposed on walls as directed by the Engineer in charge at all levels75mm dia (6 kg/cm2)
144	Supplying, laying, jointing, testing and commissioning of hard PVC pipes with PVC specials such as tees, bends, door bend, door tee, elbows,unions, etc. with clamps including all necessary pipe supports, testing the lines rectifying any leakages or defects,for soil, waste, rain water,drains, vent pipe, etc. including cost and conveyance of all materials, labour charges, sundries etc complete for internal work-exposed on walls as directed by the Engineer in charge at all levels50mm dia (6 kg/cm2)
145	Supplying, laying, jointing, testing and commissioning of hard PVC pipes with PVC specials such as tees, bends, door bend, door tee, elbows,unions, etc. with clamps including all necessary pipe supports, testing the lines rectifying any leakages or defects,for soil, waste, rain water,drains, vent pipe, etc. including cost and conveyance of all materials, labour charges, sundries etc complete for internal work-exposed on walls as directed by the Engineer in charge at all levels75mm dia (4 kg/cm2)
146	Supplying, laying, jointing, testing and commissioning to the satisfaction of Engineer in Charge of hard PVC pipes with PVC specials such as tees, bends, door bends, door tees, elbows, unions, etc. with clamps including earth work, refilling, testing the lines rectifying any leakages or defects, etc., complete as directed by the Engineer-in-charge for soil, waste, rain water pipe, etc. for underground lines160mm dia (6kg/cm2)
147	Supplying, laying, jointing, testing and commissioning to the satisfaction of Engineer in Charge of hard PVC pipes with PVC specials such as tees, bends, door bends, door tees, elbows, unions, etc. with clamps including earth work, refilling, testing the lines rectifying any leakages or defects, etc., complete as directed by the Engineer-in-charge for soil, waste, rain water pipe, etc. for underground lines110mm dia (6kg/cm2)
148	Supplying, laying, jointing, testing and commissioning to the satisfaction of Engineer in Charge of hard PVC pipes with PVC specials such as tees, bends, door bends, door tees, elbows, unions, etc. with clamps including earth work, refilling, testing the lines rectifying any leakages or defects, etc., complete as directed by the Engineer-in-charge for soil, waste, rain water pipe, etc. for underground lines 75mm dia (6kg/cm2)
149	Supplying, fixing, testing and commissioning to the satisfaction of Engineer in charge of PVC gully trap of size 160 x 110mm and CI grating 150mmx150mm size and water tight C.I cover with frames 300mmx300mm size(inside) the weight of cover to be not less than4.5kg and frame to be not less than2.7kg (CI MH cover and frame as per IS:1726) single sealed of size conveying to size the above mentioned items and constructing 30cmx30cm internal size gully trap chamber and depth upto 60cm,115 thk brick wall in CM 1:6 on a foundation of PCC 1:4:8.100mm thick plastering inside with CM 1:3,12mm thk with a neat cement flushing coat and conveying to site,cleaning ,installing and testing approved make PVC gully trap with 160mm outlet(Fabricated),surrounding with CC 1:1.5:3, 150x150mmm,top with CI grating above the PVC gulley trap and light duty CI cover and frame over the chamber including cost of all materials, etc complete as per approved drawing and as directed by Engineer-in- Charge.
150	Providing and fixing PVC vent cowl to pipe already fixed as directed by Engineer-in-Charge at all levels.75 mm dia
151	Providing and fixing PVC vent cowl to pipe already fixed as directed by Engineer-in-Charge at all levels.110 mm dia
152	Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 50 mm pipe 6 kgf/cm2
153	Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 75 mm pipe 6 kgf/cm2
154	Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 110 mm pipe 6 kgf/cm2
155	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design:Inside size 60 x 60 cm and 100 cm deep including C.I. cover 500 mm with frame (medium duty) : With bricks.Class designation 75
156	19.7.2.1. Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design: Inside size 120x90 cm and 90 cm deep including C.I. cover with frame ( medium duty ) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg ( weight of cover 58 kg and weight of frame 58 kg): With common burnt clay F.P.S ( non modular) bricks of class designation 7.5
157	19.8.1.1. Extra for depth for manholes Size 90x80 cm With common burnt clay F.P.S. ( non modular ) bricks of class designation 7.5
158	12.44. Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
159	SH:INTERNAL AND EXTERNAL WATER SUPPLY
160	Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of Chlorinated Polyvinyl Chloride pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps and all necessary pipe supports at required spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge.Internal work - Exposed on wall100 mm nominal dia(Sch 40)
161	Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of Chlorinated Polyvinyl Chloride pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps and all necessary pipe supports at required spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge.Internal work - Exposed on wall80 mm nominal dia(Sch 40)
162	Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of Chlorinated Polyvinyl Chloride pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps and all necessary pipe supports at required spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge.Internal work - Exposed on wall65 mm nominal dia(Sch 40)
163	Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of Chlorinated Polyvinyl Chloride pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps and all necessary pipe supports at required spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge.Internal work - Exposed on wall50 mm nominal dia (SDR 11)
164	Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of Chlorinated Polyvinyl Chloride pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps and all necessary pipe supports at required spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge.Internal work - Exposed on wall40 mm nominal dia (SDR 11)
165	Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of Chlorinated Polyvinyl Chloride pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps and all necessary pipe supports at required spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge.Internal work - Exposed on wall32 mm nominal dia (SDR 11)
166	Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of Chlorinated Polyvinyl Chloride pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps and all necessary pipe supports at required spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge.Internal work - Exposed on wall25 mmnominal dia (SDR 11)
167	Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of Chlorinated Polyvinyl Chloride pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps and all necessary pipe supports at required spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge.Internal work - Exposed on wall20 mm nominal dia (SDR 11)
168	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per directionof Engineer in Charge at all levels65 mm nominal dia
169	Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of gun metal gate valve with C.I. Wheel of approved quality (screwed end) including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer- in-Charge at all levels80 mm dia nominal bore
170	Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of gun metal gate valve with C.I. Wheel of approved quality (screwed end) including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer- in-Charge at all levels65 mm dia nominal bore
171	Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of gun metal gate valve with C.I. Wheel of approved quality (screwed end) including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer- in-Charge at all levels50 mm dia nominal bore
172	Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of gun metal gate valve with C.I. Wheel of approved quality (screwed end) including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer- in-Charge at all levels40 mm dia nominal bore
173	Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of gun metal gate valve with C.I. Wheel of approved quality (screwed end) including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer- in-Charge at all levels32 mm dia nominal bore
174	Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of gun metal gate valve with C.I. Wheel of approved quality (screwed end) including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer- in-Charge at all levels 25 mm dia nominal bore
175	Supplying, fixing, testing and commissioning to satisfaction of Engineer in charge of gun metal gate valve with C.I. Wheel of approved quality (screwed end) including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer- in-Charge at all levels20 mm dia nominal bore
176	Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts,rubber insertions etc.as directed by the Engineer in charge at all levels150 mm nominal dia
177	Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts,rubber insertions etc.as directed by the Engineer in charge at all levels100 mm nominal dia
178	Providing and fixing gun metal non- return valve of approved quality (screwed end) :65mm dia
179	Providing and fixing gun metal non- return valve of approved quality (screwed end) :50mm dia
180	Providing and fixing gun metal non- return valve of approved quality (screwed end) :40mm dia
181	Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc.- 20 mm pipe 10 Kgf/ cm2
182	Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc.- 25 mm pipe 10 Kgf/ cm2
183	Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc.- 32 mm pipe 10 Kgf/ cm2
184	Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc.- 40 mm pipe 10 Kgf/ cm2
185	Providing and fixing CI vent cowl as directed by the Engineer in Charge at all levels 80mm dia
186	MISCELLANEOUS WORK
187	Supplying and fixing GM foot valve with all accessories including cost and conveyance of all materials,labour charges etc complete as directed by the Engineer -in - charge at all levels.50mm dia
188	Supplying and fixing of CI double flanged wall casting pipe with puddle, 0.6m length including cost and conveyance of all materials,labour charges,making good the walls etc complete as directed by the Engineer in Charge. 65mm
189	Supplying and fixing of CI double flanged wall casting pipe with puddle, 0.6m length including cost and conveyance of all materials,labour charges,making good the walls etc complete as directed by the Engineer in Charge. 80mm dia
190	Supplying and fixing of CI double flanged wall casting pipe with puddle, 0.6m length including cost and conveyance of all materials,labour charges,making good the walls etc complete as directed by the Engineer in Charge. 100mm dia
191	Supplying and fixing of CI single flanged wall casting pipe with puddle, 0.6m length including cost and conveyance of all materials,labour charges,making good the walls etc complete as directed by the Engineer in Charge. 65mm dia
192	Supplying and fixing of CI single flanged wall casting pipe with puddle, 0.6m length including cost and conveyance of all materials,labour charges,making good the walls etc complete as directed by the Engineer in Charge. 80mm dia
193	Supplying and fixing of CI single flanged wall casting pipe with puddle, 0.6m length including cost and conveyance of all materials,labour charges,making good the walls etc complete as directed by the Engineer in Charge. 100mm dia
194	Supplying and fixing of CI single flanged wall casting pipe with puddle, 0.6m length including cost and conveyance of all materials,labour charges,making good the walls etc complete as directed by the Engineer in Charge. 150mm dia
195	Supplying ,fixing, testing and commissioning of centrifugal pump with CI construction,CI impeller complete with motor, base plate, foundation bolts, nuts, pressure guage and all accessories and working with 415V, 3ph and 50 Hz frequency Capacity:12.5m3/hr,Head:23 metres
196	Supplying ,fixing, testing and commissioning of centrifugal pump with CI construction,CI impeller complete with motor, base plate, foundation bolts, nuts, pressure guage and all accessories and working with 415V, 3ph and 50 Hz frequency Capacity:5m3/hr,Head:35 metres
197	Supply and erection of pressure sand filter of size 0.6m dia x 1.2 m HOS, (approx.) vertical type pressure vessel, mild steel internally and externally epoxy coated, 5mm shell thickness, 6mm dish thickness, flanged top and bottom, operating pressure of 3.5 Kg/cm2, complete with CI valves and graded pebble and sand as media, frontal piping, pressure gauges, strainers, supporting structure, back wash arrangement, etc and all other accessoriesCapacity 5m3/hr head 35m
198	Supply and erection of activated carbon adsorber 0.80m dia x 1.5m HOS, (approx.) vertical type pressure vessel, mild steel internally and externally epoxy coated, 6mm shell thickness,8 mm dish thickness, flanged top and bottom, operating pressure of 3.5 kg/cm2 complete with CI valves, internals, frontal piping, filter media including activated carbon, pressure gauges, strainers, supporting structures, back wash arrangement, sampling valves, etc. complete.Capacity 5m3/hr head 35m
199	Providing and fixing enclosed type water meter (bulk type) with dirt box strainer conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc including all necessary accessories to the satisfaction of Engineer in charge at all levels. - 50mm dia
200	Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete150mm dia RCC pipes
201	Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.300mm dia RCCpipes
202	Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 4.50m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:All kinds of soilPipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm
203	Supply of Screed Floor Box of 325mmX325mm ,3 compartment, including lid & trim, cover with flexible cable exit , 2 Nos 8 module flat support plate for electrical sockets ,4 module waved support plates for data sockets and including all other accessories required completely. conforming to EN 50085 - 2.2 and EN 60670-23, supplied with Back box and suitable Lid & Trim. Flat and simple installation compatible with screed floor system. The back box should be fixed directly on the slab. The back box must be adjustable height from 65 to 90mm. Side plates are pierced to suit both metal and PVC raceways and are supplied with knockouts to fit conduits (20 or 25mm diameter).Lid and trim which can be used for accessing the floor box. Lid and trim comes with a building site protection to avoid damages during installation.(MAKE: LEGRAND or OBO BETTERMAN)
204	Fixing of Screed Floor Box of 325mmX325mm ,3 compartment, including lid & trim, cover with flexible cable exit , 2 Nos 8 module flat support plate for electrical sockets ,4 module waved support plates for data sockets and including all other accessories required completely. conforming to EN 50085 - 2.2 and EN 60670-23, supplied with Back box and suitable Lid & Trim. Flat and simple installation compatible with screed floor system. The back box should be fixed directly on the slab. The back box must be adjustable height from 65 to 90mm. Side plates are pierced to suit both metal and PVC raceways and are supplied with knockouts to fit conduits (20 or 25mm diameter).Lid and trim which can be used for accessing the floor box. Lid and trim comes with a building site protection to avoid damages during installation.
205	Supply of 2x4 module metalic floor pop up outlet conforming to IEC 60670-1, IEC 60670-23 et IEC 60884-1 with stainless steel finish,soft opening,push and slide locking system , suitable for using in concrete floors or raised access floors including floor box as required . Pop-up boxes shall be Slim design for perfect integration into the floor or office furniture Soft opening for enhanced comfort and safety Equipped with \\"push and slide\\" locking system to avoid accidental opening. For installation the flush-mounting boxes must be used for concrete floors or the kits for raised access floors or table top. Same brand socket outlets to be equipped with the POP UP BOX;Legrand part number 054023 or OBO Betterman
206	Fixing of 2x4 module metalic floor pop up outlet conforming to IEC 60670-1, IEC 60670-23 et IEC 60884-1 with stainless steel finish,soft opening,push and slide locking system , suitable for using in concrete floors or raised access floors including floor box as required . Pop-up boxes shall be Slim design for perfect integration into the floor or office furniture Soft opening for enhanced comfort and safety Equipped with \\"push and slide\\" locking system to avoid accidental opening. For installation the flush-mounting boxes must be used for concrete floors or the kits for raised access floors or table top. Same brand socket outlets to be equipped with the POP UP BOX;
207	Supply of 20mm dia medium duty ISI marked PVC conduit including all accessories like bends, junction boxes, couplers, saddles etc as detailed in technical specification.
208	Laying of 20mm dia PVC conduit along with accessories like PVC bends,couplers,junction box,fastners, iron staples/saddles/screws,in surface/ recess including cutting the wall/ceiling and making good the same in case of recessed conduit as required complete as detailed in technical specification. Please Enable Macros to View BoQ information

Tender Documents

SR No	FileName	File Description
1	Click here to download tender document	Tender Documents
2	Click here to download tender document	Tender Documents
3	Click here to download tender document	Tender Documents
4	Click here to download tender document	Tender Documents

Also Visit

Tenders

Kerala Tenders

Construction Tenders

Excavation Tenders

Earth Work Tenders

Disclaimer

We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.

Top

Tender For Civil Works For The Development Of Compact Commercial Facility At The Cial Golf Club Premises, Nedumbassery, Ernakulam-Kerala

Tender Documents

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Tender For Civil Works For The Development Of Compact Commercial Facility At The Cial Golf Club Premises, Nedumbassery, Ernakulam-Kerala

Tender Documents

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us