Tender For Construction Of New Integrated Terminal Building And Associated Works At Vijayawada Airport Sh-Balance Works, Vijayawada-Andhra Pradesh

TDR : 53675583

Tender Notice
BOQ

12 Days Left

Vijayawada , Andhra Pradesh

Tender Brief : Tender For Construction Of New Integrated Terminal Building And Associated Works At Vijayawada Airport Sh-Balance Works

Document Fees
₹ 11800 /-

EMD
₹ 41500000.0 /-

Tender Value
₹ 138.20 Crore /-

Submission Date
10-02-2026

Competition Type
Indian

Bidding Type
Tender

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1	Civil Works
2	Excavation in all kinds of soilby mechanical means using hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accrdance with requirement of lines, grades and cross sections and transporting transporting to embankment site wherever required within the Airport premises with all lifts and lead upto 1000 m as per the MoRTH specifications and as directed by the Engineer-in-Charge
3	Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m:All kinds of soil
4	Construction of embankment with approved material (local earth) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 of MoRTH Specification. (Cost includes all leads, taxes, royalty and operations).
5	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge :All kinds of soil
6	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil.
7	Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplusexcavatedsoil as directed with all leads within airport Premises. All Kinds of Soil,Pipes, cables etc, not exceeding 80 mm dia.
8	Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplusexcavatedsoil as directed with all leads within airport Premises. All Kinds of SoilPipes, cables etc., exceeding 80 mm dia. but not exceeding 300 mm dia.
9	Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplusexcavatedsoil as directed with all leads within airport Premises. All Kinds of SoilPipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm.
10	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
11	Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials : Depth 1.5m to 3m
12	Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials : Depth 3m to 4.5m
13	Supplying and filling in plinth withsand under floors, including watering, ramming, consolidating and dressing complete.
14	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a)1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
15	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a)1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
16	Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
17	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; usingcoarse aggregate and fine aggregate derived from natural sources,Portland Pozzolana / Ordinary Portland /Portland Slag cement,admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability andworkabilitywithout impairing strength; including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge;for the following grades of concrete.(a) At all levels : Concrete of M25 grade with approved mix design cement content of 330 kg /cum, Brand : Zuari Cement, OPC.Note: 1.Other brand cement can also be used with same cement content subjected to acheivment of required strength while trial test. 2.The available approved mix design report will be provided by AAI.
18	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; usingcoarse aggregate and fine aggregate derived from natural sources,Portland Pozzolana / Ordinary Portland /Portland Slag cement,admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability andworkabilitywithout impairing strength; including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge;for the following grades of concrete.(a) At all levels : Concrete of M30 grade with approved mix design cement content of 392 kg /cum with Brand : Ultratech, PPC or Dalmia Cement, PPCNote: 1.Other brand cement can also be used with same cement content subjected to acheivment of required strength while trial test. 2.The available approved mix design report will be provided by AAI.
19	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; usingcoarse aggregate and fine aggregate derived from natural sources,Portland Pozzolana / Ordinary Portland /Portland Slag cement,admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability andworkabilitywithout impairing strength; including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge;for the following grades of concrete.(a) At all levels : Concrete of M35 grade with approved mix design cement content of 440 kg /cum with Brand : dalmia, PPC.Note: 1.Other brand cement can also be used with same cement content subjected to acheivment of required strength while trial test. 2.The available approved mix design report will be provided by AAI.
20	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; usingcoarse aggregate and fine aggregate derived from natural sources,Portland Pozzolana / Ordinary Portland /Portland Slag cement,admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability andworkabilitywithout impairing strength; including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge;for the following grades of concrete.(a) At all levels : Concrete of M40 grade with approved mix design cement content of 468 kg /cum with Brand : Ultratech PPC.Note: 1.Other brand cement can also be used with same cement content subjected to acheivment of required strength while trial test. 2.The available approved mix design report will be provided by AAI.
21	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all level : Thermo-Mechanically Treated bars of grade Fe-500D or more.
22	Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
23	Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
24	Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform
25	Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers
26	Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts
27	Centering and shuttering including strutting, propping etc. and removal of form for: Stairs, (excluding landings) except spiral-staircases
28	Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured).(a) Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)
29	Providing and laying cement concrete block masonry of 100 mm / 150 mm / 200 mm / 250 mm thickness or as specified, in cement mortar 1:6 (1 cement : 6 coarse sand), including hoisting, placing, and setting in position, raking of joints, curing, and finishing, all leads and lifts, scaffolding, labour, materials, tools, and incidentals, etc., complete as per drawings, specifications, and directions of the Engineer-in-Charge
30	Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
31	Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.(a) Hot finished welded type tubes
32	Providing and fixing mild steel round holding down bolts with nuts and washer plates complete
33	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required :In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete
34	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required :In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
35	Providingand laying 18 mm thick machine cut mirror polished ( pre-polished)superiorgranite stone tile in flooring of approved shade in required design and patterns, in linear as well as curvilinear portions of the building, all complete as per the architectural drawings with tile of size 750mm x 750mm (with table rubbed on the sides to the full depth), ofapproved shade, color and texture andlaid in approved design and pattern over dulycured and dried 15 mm (average) thick correction layer base of cement mortar 1:4 (1 cement: 4 coarse sand) followed by laying and fixing with stone adhesive of category C2 TE (minimum)in compliance with ISO 13007-1 EN 12004/12002with average 6mm thickness and jointed with 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg),including making provisions of movement / Control Joints of spacing as per approved shop drawings but not less than 5 metre in either direction, rubbing and curing etc. complete at all levels. The bottom surface and four sides of the granite flooring shall be pre treated before laying with two or more coats of water proof penetrating shield treatment by Laticrete 190 Sealer or Approved equivalent to cure for 24 hours before fixing of the stone with Minimum three years warranty. The finished surface shall be kept protected by laying Plaster of Paris @ 2kg /Sqm over 200 micron polyethylene sheet, till commissioning after laying of granite. The top surface of the granite flooring shall be treated with two or more coats of stain proof penetrating shield treatment on the top surface of granite floor surface by Laticrete Max seal sealer or Approved equivalent with minimum three years warranty which includes initial one dense coat during execution and subsequent one or more coats at completion stage as per direction EIC at completion stage. The work shall be carried out as per manufacturer\"s recommendation including final buffing, cleaning etc at final stage of building work i.e. after removal of POP & Polythene sheet complete as per satisfaction and directionof the Engineer-in-charge. (Control joint shall be paid in the separate item)
36	Providing and laying 18 mm thick gang saw cut mirror polished ( prepolished)superiorgranite stone in risers, steps, skirting, dado, wall cladding, column cladding etc. machine cut in required size, with all four edges 1/4 chamfered and mirror polished, approved shades, colour, texture laid over duly cured and dried 12mm to 15mm thick base cement mortar 1:3 (1 cement : 3 coarse sand) followed by laying and fixing with stone adhesive of category C2 TE (minimum)in compliance with ISO 13007-1 EN 12004/12002 with average 6mm thicknessincluding rubbing and curing etc. complete at all levels including cutting,wastage, Pre-polishing, laying with mortar, drying, adhesive, fixing, treatment with Water Proof Penetrating Shield Treatment, cleaning buffing etc. complete.
37	Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the staircase treads in single length and landings, all complete as per the architectural drawings, with 30 mm thick stone slab over 20 mm (average) thick durly cured and dried base of cement mortar 1:4 (1 cement : 4 coarse sand), followed by laying and fixing with stone adhesive of category C2 TE (minimum)in compliance with ISO 13007-1 EN 12004/12002with average 6mm thickness, jointed using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including rubbing, curing and polishing and edge moulding with mirror polished etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab approved colour and pattern.
38	Extra over item no.34for providing Leatheredfinishing of polished granite stone as per approved by Engineer in charge., complete at all levels and to the complete satisfaction of the Engineer-in-Charge.
39	Providing edge moulding to 18 mm thick granite stone counters, Vanities, treads, wall corners etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge: Granite work
40	Engraving two nos., longitudinal grooves in treads of staircase, 25 mm apart from edge of tread, groove size 3 mm wide x 3 mm deep and providing and fixing SS(stainless steel) anti skid strip of 3mm wide x 5mm deep in the grooves with approved adhesives etc., and making good the surrounding area, at all levels complete in all respects as per the directions of the Engineer-in-Charge.
41	Providing and laying in position 6mm wide expansion joint in granite flooringwith stainless steel angle of grade 304 and size 50 X 10 mm and 1.0 mm thick at positions with exposed edge bullnosed as shown in drawing and fixingangle on concrete surface by 40mm long Stainless steel screws at every 450mm and filling Joints of size 4 mm wide and 10 mm deep over 5 mm dia baker/ armour rod with Polysulphide sealant of approved make conforming to BS-5212- 990 or IS: 11433-1995 , as per manufacturer’s specificationsincluding filling the remaining portion with 4mm thick expansion joint filler board of approved brand of Dawn colour between expansion joints, using specifically extruded high performance sheet minimum density 28 kg per cum and compression strength 0.21 Kg./Sqm when tested as per ASTM D-3575 ,preparing the surface and applying masking tape along the edge of joint to prevent accidental spillage of sealant on top surface and removing the masking tape after application of sealant etc. complete as per direction of Engineer in- Charge
42	Filling of existing laid/fixed granite floor tile movement/control joints (approx. 4 mm to 6mm wide or as existing)10 mm deep over 5 mm dia baker/ armour rod with Polysulphide sealant of approved make conforming to BS-5212- 990 or IS: 11433-1995 , as per manufacturer’s specificationsincluding filling the remaining portion with 4mm to 6mm thick expansion joint filler board of approved brand of Dawn colour between expansion joints, using specifically extruded high performance sheet minimum density 28 kg per cum and compression strength 0.21 Kg./Sqm when tested as per ASTM D-3575 ,preparing the surface and applying masking tape along the edge of joint to prevent accidental spillage of sealant on top surface and removing the masking tape after application of sealant etc. including raking out of old/existing joint material to the required depth, cleaning of joints by brushing, air blowing and washing to make them free from dust, loose particles, oil, grease etc., complete as per direction of Engineer in- Charge.
43	Filling of existing laid/fixed granite floor tile joints (approx. 3 mm wide or as existing) using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), providing two or more coats of stain proof penetrating shield treatment on the top surface of existing granite floor surface by Laticrete Max seal sealer or approved equivalent with minimum three years warranty which includes one dense coat and subsequent one or more coats as per as per manufacturer\"s recommendation, including raking out of old/existing joint material to the required depth, cleaning of joints by brushing, air blowing and washing to make them free from dust, loose particles, oil, grease etc., as per the direction of Engineer in Charge (EIC).
44	Providing and fixing clamps of required size & shape in RCC/ CC / Brick masonry/AAC block masonry backing with cement mortar 1:2 ( 1 cement :2 coarse sand), including drilling necessary hole in stones and embedding the cramp in the hole (fastener to be paid separately). Stainless steel cramps
45	Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :(a) 25 mm thick
46	Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
47	Providing and carrying out rubbing and polishing of existing Kota stone slab flooring already laid at site, including thorough cleaning of the surface, removal of stains, scratches, marks, and surface unevenness, and machine polishing using approved grades of carborundum stones followed by final buffing to obtain a smooth, uniform, and glossy finish, complete in all respects, as per the directions of the Engineer-in-Charge.
48	Providing and laying Vitrified tiles in floor/dado/skirting in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours , shade design and pattern, laid on dulycured and dried 15mm (average) thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting of the joints using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg) etc., followed by laying and fixing with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 6mm thickness and keeping 3mm wide joints. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.(a) Double charge vitrified tile polished finish of size : Size of Tile 600 x 600 mm
49	Providing and laying Vitrified tiles in floor/dado/skirting in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours,shade, design and pattern, laid on dulycured and dried 12 mm thick cement mortar 1:3 (1 cement: 3 coarse sand), including grouting of the joints using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg) etc., followed by laying and fixing with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 6mm thicknessand keeping 3mm wide joints. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.(a) Double charge vitrified tile polished finish of size : Size of Tile 800 x 800 mm
50	Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer)with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours,shade, design and pattern, laid on duly cured and dried 15mm (average) thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting of the joints using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg) etc., followed by laying and fixing with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 6mm thicknessand keeping 3mm wide joints. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.(a) Glazed Vitrified tiles Matt/Antiskid finish of size : Size of Tile600 x 600 mm
51	Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete
52	Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
53	Providing and fixing removable raised/false access flooring with system and its components of approved make for different plenum height with possible height adjustment upto 50 mm, comprising of modular load bearing floor panels supported on G.I. rectangular stinger frame work and G.I. Pedestal etc. all complete, as per the architectural drawings, as specified and as directed by Engineer-in-charge consisting of: (a) Providing at required spacing to form modular framework, pedestals made out of GI tube of thickness minimum 2 mm and 25 mm outer diameter, fully welded on to the G.I. Base plate of size 100mm x 100mm x 3mm at the bottom of the pedestal tube, G.I. pedestal head of size 75mmx75mmx3.5 mm welded with GI fully threaded stud 16mm outer diameter with two GI Check nuts screwed on the stud for level adjustment upto 50mm, locking and stabilizing the pedestal head in position at the required level. The pedestals shall be fixed to the subfloor (base) through base plate using epoxy based adhesive of approved make or the machine screw with rawl plug. (b) Stringers system in all steel construction hot dipped galvanized of rectangular size 570x20x30x0.80mm thick having holes at both ends for securing the stringers on to the pedestal head using fully threaded screws ensuring maximum lateral stability in all directions, the grid formed by the pedestal and stringer assembly shall receive the floor panel, this system shall provide adequate solid, rigid support for access floor panel, the system shall provide a minimum clear uninterrupted clearance between the bottom of the floor for electrical conduits and wiring etc. all complete as per the architectural drawings, as specified and as directed by the Engineer-in-charge. (c) Providing and fixing Access Floor panel of 600x600x32 mm medium grade Filled Steel anti static high pressure Lamination of 800H grade (FS800H). Access Floor panel shall be steel welded construction with an enclosed bottom pan with uniform pattern of 64 hemispherical cones. The top and bottom plates of Steel Gauges: top 0.6 mm and bottom 0.7 mm fused spot welded together (minimum 64 welds in each dome and 20 welds along each flange). The panel should be Corroresist epoxy coated for lifetime rust protection and cavity formed by the top and bottom plate is filled with Pyrogrip noncombustible Portland cementitious core mixed with lightweight foaming compound. The access floor shall be factory finished with Anti-static High Pressure laminate with Non Warp technology upto 1mm thickness for superior adhesion and Surface flatness within 0.75mm.The panel is to withstand a Concentrated Load of 363 kgs applied on area 25mm x 25mm without collapse in the centre of the panel which is placed on four steel blocks. The panel will withstand and Uniformly Distributed Load (UDL) minimum 1250 kg/sqm and an impact load of 50kg all complete as per the approved manufacturers specification and as per the direction of Engineer-in-charge. All specification must be printed on the side of the panel to ensure the quality of the product.(a) 300 mm Finished Floor Height (FFH)
54	Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x25mm having water absorption less than 0.5% and conforming to IS: 15622, of approved make in all colours and shades by cutting of existing granite flooring to line and required depth, removing debris etc., in floors such as footpath, court yard, multi modals location etc., laid on base of cement mortar 1:4 (1 cement : 4 coarse sand) levelling course including fixing with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 6mm thickness in all shapes & patterns, grouting the joints using epoxy grout mix etc., complete as per direction of Engineer-in-Charge.
55	Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 6mm thickness.
56	Providing and fixing of Entry way mat composed of single modules having a square shape (8300 and 8900), and assembled together to form an entrance mat. Product is made of flexible vinyl material to withstand high traffic level. It is declined in two versions. The scraper version reference 8300 designed to remove dirt and gravels. The mix version reference 8900, contains a textile pad made of combination of two types of polyamide yarns (small and large denier fibres) designed to remove both water and fine dirt. Modular matting offers flexibility to get both versions assembled together depending type of entrance, customer wish, and level of dirt or/and water to remove.Type of Material - Blend of PVC and Polyamide PolymerFlammability : EN 13501-1 – ref 8900 Cfl.s1 ClassCoefficient of friction : BIA ZH 1/571 & DIN 51130 (GE) - R10, V10 ClassTotal Weight Kg/sqm Average of 10 readings - 9.9 Kg/Sqm minimumTotal Thickness Mix Average of 10 readings - 21 mm minimum
57	Providing and fixing modular carpet tiles of approved design and colour, manufactured with tufted, textured loop pile construction comes with ARR severe rating made to 100% certified Nylon Type 6, Econyl 100% recycled nylon fibres. Carpet tiles shall have a minimum face fibre density of ≥ 700 g/m² confirming to ASTME-648 flooring Radiant Panel Class I Grade, manufactured on high-performance cushion backing (e.g., cushion back), offering enhanced acoustic comfort and underfoot resilience, 70% recycled content by total product weight comes with a 15-year wear warranty. Including fixing with low Volatile Organic Compound (VOC) free adhesive, etc.,complete as per the direction of Engineer in Charge.
58	Providing and fixing engineered wooden flooring in herringbone pattern finish, made of High Density Fiberboard (HDF) core of thickness 10–12 mm, with a top layer of natural hardwood veneer (species/shade as specified), factory finished or site finished as approved, flooring shall be laid using engineered wooden planks of width 90–120 mm and length 450–600 mm of make Pergo/Welspun/greenlam/or equivalent, accurately cut and aligned to form a uniform herringbone pattern, the work shall include laying of approved base foam underlayment over the prepared sub-floor to act as cushioning, moisture resistance and acoustic insulation, fixing of engineered wooden flooring planks with approved adhesive / interlocking system as per manufacturer’s recommendations, providing necessary expansion gaps, edge trims, skirting and transition profiles wherever required, Cutting, shaping, finishing at edges, door frames and service penetrations, final cleaning, protection and handing over of finished flooring, complete as per the directions of Engineer in Charge.
59	52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer\"s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
60	Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry with 100mm/150mm/200mm/230/300 mm thick with Grade-IAAC blocks of density 551 to 650 kg/ cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
61	6 mm cement plaster at all levels of mix : 1:3 (1 cement : 3 fine sand)
62	12mm Cement Plaster at all levels of mix : 1:4 (1Cement : 4 fine sand)
63	15mm Cement Plaster at all levels on the rough side of single or half brick wall of mix: 1:4 (1Cement : 4 fine sand)
64	20 mm cement plaster at all levels of mix : 1:4 (1 cement: 4 fine sand)
65	Providing and applying 12 mm thick (average) premixed formulated one coat gypsum lightweight plaster having additives and light weight aggregates as vermiculite/ perlite respectively conforming to IS: 2547 (Part - 1 & II) 1976, applied on hacked / uneven background such as bare brick/ block/ RCC work on walls & ceiling at all floors and locations, finished in smooth line and level etc. complete.
66	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
67	Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content : With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
68	Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
69	Wall painting with premium acrylic emulsion paint of interior grade having VOC ( Volatile Organic Compound ) content less than 50grams/litre of approved brand and manufacturer, including applying additional coats wherever required to achieve even shade colour. Two or more coats on new work
70	Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives : New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.
71	Finishing walls with textured interior/exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of interior/exterior primer applied @ 2.20kg/10 sqm
72	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
73	Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour : One coat
74	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work
75	Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface.
76	6 mm plaster on cement concrete or reinforced cement concrete work with white cement based polymer modified self curing mortar of approved make as per the direction of Engineer-In-Charge.
77	Preparing the structural steel surfaces by sand blast cleaning to achieve SA 2.5 cleanliness in accordance with Swedish Standard, ensuring complete removal of mill scale, rust, oxides, corrosion products and other foreign matter, the prepared surface shall be free from all visible oil, grease, dust, dirt and contaminants, and shall present a uniform metallic appearance suitable for subsequent coating application, including all materials, equipment, labour, handling, masking, safety measures, collection and disposal of spent abrasives/sand, all leads, lifts, tools, tackles, consumables complete as per specifications and directions of the Engineer-in-Charge
78	Providing and applying two-component Epoxy Zinc Phosphate Primer (colour: Grey / Red) of approved make, having VOC content less than 250 gms/litre, on properly prepared structural steel surfaces, minimum dry film thickness (DFT) of 75 microns, in accordance with the manufacturer’s specifications, including all materials, mixing, thinning, surface cleaning prior to application, application by suitable method (spray/brush/roller), labour, tools, tackles, scaffolding, safety measures, and all incidental works etc., complete and as per the directions of the Engineer-in-Charge.
79	Providing & applying painting system to structural steel works consisting of the following coats :(a) Intermediate Coat : A two component Epoxy Micaceous Iron Oxide Intermediate with minimum volume solids of 80% having VOC less then 250gms/ltr of approved make of total minimum dry film thickness (DFT) 75 microns.(b) Finish Coat: To be applied in two coats: Two component High Gloss Acrylic Polyurethane Finish Paint with approximate Volume solids of 70-77%, having VOC < 250 gm/ltr, with gloss retention of minimum 80% after 2000 hours exposure to UV A Fluorescent lamp as per ASTM D523 of approved make of total minimum dry film thickness (DFT) 100 microns (Total DFT of two coats).Note : The entire paint system shall be of same manufacturer.
80	Providing finishing one or more coat with PU(polyurethane) paint on already executed old steel structure work at all location and all height , with preparation of surface etc.all complete as per specification and to the satisfaction of Engg-Incharge.
81	Providing & applying Fire retardant painting system to structural steel works including surface preparation by removing rust using power tool, scrapping, griding, sand papering and preparing the surface smoth, free of mill scale, rust, oxides, corrosion products and other foreign matters, etc. as per the direction of the Engineer in Charge and consisting of the following coats :(a) Priming Coat : Applying priming coat of two component solvent based polyamide cured epoxy zinc phosphate primer in two coats of total minimum dry film thickness (DFT) 100 microns (50 micrones per coat of application).(b) Intumescent coating : Water based Intumescent Paint System with approximate volume of solids 75 +/- 3%,of total dry film thickness upto 3.5 mm confirming to BS 475/EN 13381 and to provide minimum 120 minutes protection from cellulosic fire as per manufacturers specification over structural steel work at all heights & levels including scaffolding at all heights and applied in accordance to Manufacturer\"s Specifications & as per the direction of Engineer-In-Charge. The thickness of intumescent coating shall be determined in accordance with the factor Hp/A section given by the paint manufacturer.(c) Top protective coat (finishing coat) : Providing & applying two or more coats of two component aliphatic acrylic polyurethane top finishing coat over the structural steel of total minimum dry film thickness (DFT) of 100 microns (50 microns per coat of application).Note : The entire paint system shall be of same manufacturer.
82	Supply and application of one coat of exterior grade fine textured finish using Xtend Dholpur Tex or equivalent acrylic modified texture material, applied with nylon/steel trowel to a thickness of 0.8–1.2 mm and finished with bubble-pressed texture, including drying as required, and thereafter applying two coats of ultra-durable exterior grade mineral silicate paint (Stonix or equivalent) based on potassium silicate binder, each coat diluted as recommended, with minimum 12 hours interval between coats, to achieve uniform shade and texture, complete, including thorough surface preparation by removing all loose and flaking material, cleaning the surface by washing with clean water, repairing cracks and surface defects with approved mineral-based compounds, and allowing the surface to dry, including materials, labour, scaffolding, application, protection of adjoining surfaces,all incidental works as per the directions of Engineer in Charge.
83	Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below:(i)The surface to be polished is rubbed with sand paper 80/ 120 no. and then with sand paper of 160/180 nos. (ii)Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs.(iii) On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs.(iv)On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The finalmelamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.)
84	Providing & Fixing 6mm thk Toughened Lacquered Glass of approved shade over 12mm thk BWP plywood backing, fixing the glass with clear Neutral Silicon of DOW CORNING 789/995 or equivalent by applying all along the periphery & Horizontal lines across the full surface for required strength to hold the glass safely on the backing ply, Glass shall be precisely cut to size & edges to be machine polished etc., complete with all accessories, labour, tools and scaffolding as per specifications and as per the directions of Engineer in Charge.(The payment of 12mm thk BWP Plywood backing shall be paid separately)
85	Providing and fixing 12 mm thick BWP (Boiling Water Proof) Marine Plywood, of approved make and quality, as plain lining on existing block wall/AAC/ RCC wall / wooden frame / steel frame work, the plywood shall be fixed using necessary fasteners,screws,nails,anchors, adhesives, stickers, etc., suitable for the type of wall or framework, including cutting, leveling, alignment, and finishing, including materials, labour, tools, tackles, scaffolding, and all incidental works required to complete the lining work in position as per the directions of the Engineer-in-Charge
86	Providing and fixing 6 mm thick flexi Plywood of approved make and quality, as curvilinear/plane lining on existing block wall/AAC/ RCC wall / wooden frame / steel frame work, the plywood shall be fixed using necessary fasteners,screws,nails,anchors, adhesives, stickers, etc., suitable for the type of wall or framework, including cutting, leveling, alignment, and finishing, including materials, labour, tools, tackles, scaffolding, and all incidental works required to complete the lining work in position as per the directions of the Engineer-in-Charge
87	Providing and fixing anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868. Minimum anodic coating of grade AC 15) sub frame work for cladding works with extruded built up standard tubular sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia and size as per the shop drawing,including fixing the frame work to the substrate using aluminium cleat, cutting, drilling, alignment, levelling, bracketing, all necessary accessories, fixtures, tools, handling, and incidental works, complete as per specifications, approved drawings, and directions of the Engineer-in-Charge.
88	Providing and fixing 8mm thick High PressureLaminate (HPL) cladding of approved make, colour and texture, fixed over aluminium frame work with silicon sealants of Dow Corning/equivalent & 3M double side tape suitable for fixing HPL over aluminium as per specification. The aluminium subframe shall be made of extruded aluminium sections of size 50x25mmx1.6mm(minimum)/as per the shop drawings, including cutting, shaping, drilling holes, edge finishing, aluminium frame work shall be fixed to GI brackets/cleats which is anchored to the substrate using threaded rods fixed with approved chemical anchors in AAC block work and wedge fastners/anchor bolts in RCC surfaces, including all necessary spacers, screws, sealants, backing support, levelling, alighnment, scaffolding and safety arrangements, complete as per specification, drawings and as per the directions of Engineer in Charge.
89	Providing and fixing stainess steel skirting/cladding made of SS304 grade, 2mm thick, with brushed finish, of approved height and profile as per the drawing, inlcuding cutting, bending, welding (if required), grinding and polishing/finishing etc., fixed over the existing substrate using screws, adhesives/sealants complete with all accessories, labour, tools and scaffolding as per specifications and as per the directions of Engineer in Charge.
90	Providing & fixing 12mm thick FR grade Acrylic Solid Surface of approved make, finished in matt, in straight and curved cladding for walls & Columns, pasted with industrial grade silicon/fixed with countersunk head screws on a robust substrate, substrate shall be made with suitable MS box sections with epoxy primer and PU finished as per shop drawing and covered with 12mm thick water proof ply for straight surface/6mm flexi plywood in required layers to match the level in curved surface as per the design and drawing, including cutting to size, edge finishing, making joints with approved colour matched acrylic adhesive/sealant, joint treatment to acheive seamless appearence, surface buffing and polishing to smooth finish, including all necessary fixing accessories, screws, ahesives, scaffolding, handling, cleaning etc., as per approved drawings, specifications and as per the directions of Engineer in Charge. (MS box frame & painting of MS box frame to be paid separately)
91	Carrying out buffing, polishing and seamless joint finishing of existing solid acrylic cladding surface already fixed in position, including filling the joints with aproved colour matched acrylic adhesive/compound, grinding/sand papering, buffing and polishing to acheive uniform, smooth and seamless finish, complete as per the directions of Engineer in Charge.
92	Providing and fixing panelling on wall/ceilings with WPC (Wood Polymer Composite) Fluted Panels 27mm(depth)/or as approved of LEBEN/Alutuff / Murrato or other approved make of approved shade & approved pattern, including all hardware fittings, fixtures as required to fix the same on the wall and ceilings including corner and end beading and fastners etc., as per the direction of Engineer in Charge.
93	Supplying and fixing artificial wall hanging creepers / leaf garlands of approved make Sphinx or equivalent, made of high-quality washable polyester fabric leaves, UV-resistant and colour-fast, suitable for interior decoration, the creepers shall be uniform in appearance, neatly finished, and free from defects, fixing shall be done on area walls or other designated surfaces using fasteners, clips, adhesive, or concealed supports as required, ensuring proper alignment, firm anchorage, and a natural hanging appearance, including materials, accessories, labour, tools, scaffolding, and incidentals required to complete the work in all respects as per the directions of the Engineer-in-Charge.
94	Providing and fixing low height wooden partition of 1200 mm height and 75 mm thickness, comprising internal framework of hardwood sections of size 50 mm × 40 mm, spaced at 600 mm c/c in both directions or as per site conditions, treated with approved anti-termite treatment. The framework shall be sheathed on both sides with 12 mm thick waterproof plywood, fixed with screws, nails, etc. Finished with 1 mm thick decorative laminate of approved make and shade, fixed over plywood using approved adhesive, including vertical grooves as per drawings. The item also includes providing and fixing sleek aluminium frame with black powder-coated finish incorporating 8 mm thick toughened fluted glass, fixed on top of the partition, complete as per approved design, drawings, including all materials, labour, tools, scaffolding and incidental works, complete in all respects and as per the directions of the Engineer-in-Charge.
95	Providing and fixing stainless steel ( Grade 304) railing ,fender,bollords or any other item made of Hollow tubes, channels, angle ,plates etc., including , grinding, buffing, polishing and making curvature (wherever required) , making necessary arrangement for fixing ofglass of 13.52 thicknessand 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 drawings and approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members ( lowest of actual andstandard weight)shall be considered excluding fixing accessories such as fasteners etc.), (Note : (i) Please note that no site welding of SS pipes will be allowed and longitudinal joints shall be made by arrangement of internal SS sleeves, in vertical pipes no joints are permitted) (ii)Work shall be executed on the basis of approved shop drawings, nothing extra shall be payable for shop drawings.
96	Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, walls, balcony railing, staircase railing and similar works, including base plates, nuts, fasteners etc.applying priming coat of approved steel primer. :M.S. Tube & MS Flat/plate
97	Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfacesmechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063.) : Wall joint up to 150mm gap
98	Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical location in load application areas that accommodates multi directional seismic movement without stress to it’s components. System shall consist of metal profiles with a universal. aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self – centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in- Charge . (Material shall confirm to ASTM 6063.) : Floor joint150mm gap
99	Providing and fixing expansion joint filler board baord of suitable thickness to fill the gap up to 150mm of approved brand of between expansion joints, using specifically extruded high performance sheet minimum density 28 kg per cum and compression strength 0.21 Kg./Sqm when tested as per ASTM D-3575 including using double sided adhesive SIL tape (manufactured by Supreme Industries Ltd. or approved equivalent) of 25x25x2 mm at four places per Sqm to the casted surface to form the expansion joint filler board will become one side of the shuttering while the expansion joint is being created, including cost of all materials, Transportation, cutting and placing to the required size, labour charges, sundries, wastage etc.at all levels complete as per drawings and as per direction of Engineer-in-Charge.
100	Providing and fixing in position single/double leaf including frames fire check doors with120 minutes fire rating conforming to BS:476 part 22 & IS : 364 part II of approved make at all levels including all accessories like door closer,panic exit device (single/double leaf),ss ball bearings , vision panel etc., testing and complete in all respect with Prototype Test certificate for a test carried out earlier at CBRI Roorkee /NTH for fire rating of doors including manufactures test certificate as per technical specifications and direction of Engineer-In-Charge. (Note: The cost includes door frames, door shutter , vision panel ,all hardware’s, accessories andcost offire door with frame and all hardware required for laboratory testingand any incidental additional requirements for execution of this itemas per technical specifications and complete satisfaction to Engineer- In –Charge, cost of all above shall be treated as included in the item and nothing extra will be paid on this account )
101	Providing and fixing Non fire rated hollow metal doors confirming to IS 16074 & IS 4351 made of pressed galvanized steel confirming to IS 277 with the following specification. Doors shall be manufcatured in ISO 9001: 2015 certified company for quality management. Doors shall be with vision glass and louver as a part of complete assembly., wherever required as per drawing, door frame shall be single rebate grooved profile of size125 x 55mm made out of minimum 1.60mm (16gauge) thick galvanized steel sheet. Frames shall be mitered only. Frames shall be field assembled with self tabs. Bolted & butted joints are not acceptable. Frames to have in-build grooved sealing system with appropriate PVC seal. All provision should be mortised, drilled and tapped for receiving appropriate hardware.Frames should be provided with back plate bracket and anchor fasteners for installation on a finished plastered masonry wall opening. once frames installed it should be grouted with non fire rated PUF, door leaf shall be 46mm thick fully flush double skin door, with or without vision lite wherever required. Door leaf shall be manufactured from minimum 1.20mm (18guage) thick galvanised steel sheet. The internal construction of the door should be rigid reinforcement pads for receiving appropriate hardware. The infill material shall be resin bonded honeycomb core. The edges should be interlocked with a bending radius of 1.4mm. For pair of doors integrated astragals has to be provided on the meeting stile for both active and inactive leaf. Vision lite wherever applicable should be provided a clipon arrangement. Glass shall be minimum 4mm clear toughned glass with suitable gaskets as per manufacturers recommendation with a clipon arrangement, door leaf shall be 46mm thick fully flush double skin door, with or without vision lite. Door leaf shall be manufactured from minimum 1.20mm (18guage) thick galvanised steel sheet. The internal construction of the door should be rigid reinforcement pads for receiving appropriate hardware. The infill material shall be resin bonded honeycomb core. The edges should be interlocked with a bending radius of 1.4mm. For pair of doors integrated astragals has to be provided on the meeting stile for both active and inactive leaf. Vision lite wherever applicable should be provided a clipon arrangement. Glass shall be minimum 4mm clear toughned glass with suitable gaskets as per manufacturers recommendation with a clipon arrangement, All doors and frames shall be finished Pure Polyster Powder coated and shall have passed minimum 500 hours of salt sprey test, rate shall include supply and installation of frame, shutter as a complete assembly, all hardware, seals & glass including tapes as per the hardware schedule, vision lite wherever applicable should be 4mm clear toughned glass as per manufacturers recommendation with a clipon arrangement, etc., complete as per the direction of Engineer in Charge.
102	Providing Second class teak 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).
103	Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
104	Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
105	Extra for providing vision panel not exceeding 0.5 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured): Rectangular or square
106	Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured).
107	Providing and fixing 2nd class teak wood moulded beading of50x12 mm size to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete :
108	Providing and fixing plywood 4 mm thick, one side decorative veneer conforming to IS: 1328 (type-1), for plain lining / cladding with necessary screws, including priming coat on unexposed surface with :Decorative veneer facings of approved manufacture
109	Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
110	Providing & Fixing 1mm thick 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 Type S, including cost of adhesive of approved quality.
111	Providing & Fixing ofFlush Bolt Dorma 3100-0 or equivalent lever action with 19mm projecting bolt L=300mm for wooden flush doors in satin chrome as approved by engineer in charge.
112	Providing and fixing stainless steel (grade 304) tower bolts of approved make with necessary screws etc. complete. In stainless steel satin / polished finish 250 x10 mm
113	Providing and fixing stainless steel finish cylindrical keyed (with three number of keys for each lock) lock of godrej (Product code 5329) with bolt throw 12mm and backset 60 mmor equivalent as per approved make complete in all respect as per direction of Engineer Incharge.
114	Providing and fixing Stainless Steel (grade 304) floor door stoppers in stainless steel satinfinish(Twin) of Dorma(TZ-5000)/Hafele make (article no.937.13.53033or equivalent as per approved make) makewith necessary ss screws etc. or approved equivalent make with necessary S.S screws etc. complete as per direction of Engineer in charge.
115	Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.
116	Providing & Fixing of Floor spring BTS 75V EN 1-4 of Dorma or Equivalent Make with std. spindle and cover plate. The floor spring with backcheck and adjustable closing speed from 175°. With 90° hold open as per EN 1154 standards (not suitable for fire doors) and satin fnish and including cost of cutting floors, embedding in floors as required and making good the same matching to the exisitng floor finishing as approved by engineer in charge.
117	Providing & Fixing of Pull Handle TGDI-H 600 of Dorma or Equivalent Make back to back with 500mm CTC, adjustable fixing for glass, wood and metal doors in satin stainless steel. The pull handles should have supporting washer with raised bevelling on the outer surface. Length =600mm, 32mm dia, -SS304as approved by engineer in charge.
118	Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete : 125 mm
119	Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters :80 mm x 1.25 mm MS laths with 1.25 mm thick top cover
120	Providing and fixing ball bearing for rolling shutters
121	Extra for providing mechanical device chain and crank operation for operating rolling shutters : Exceeding 6.00 sqm and upto 16.80 sqm in the area
122	Extra for providing grilled rolling shutters manufactured out of 8 mm dia MS bars instead of laths as per design approved by Engineer-In-Charge ( Area of grill to be measured)
123	Providing and fixing of MS Galvanised (120 GSM) profilled Metal Deck sheeting of 0.9mm thickness of Jindal/Lyod or approved equivalent of approved profile with shear studs to receive concrete fixed on the top of the roof grillage with necessary pre-cambre at all heights inclusive of all cutting, fixing, welding, fixing in position at all heights etc. including all materials and operations complete as per direction of engineer in charge.
124	Providing and fixing Wedge expansion type hold fasteners with threaded dia 10 mm on C.C. /R.C.C./Brick masonry/AAC Block Masonry surface backing including drilling necessary holes and the cost of bolt etc complete.
125	Providing and fixing Wedge expansion type hold fasteners with threaded dia 12 mm on C.C. /R.C.C./Brick masonry/AAC Block Masonry surface backing including drilling necessary holes and the cost of bolt etc complete.
126	Providing and fixing Toilet cubicles (L-shape) with door, pilaster and divider of 18mm thick CGF category board (compact general purpose flame retardant) both side decorative Thermosetting Synthetic Resin Bonded Compact Laminated Sheets ofrequired colour ,shade andsizes as per approved make and conforming to IS 2046 andBE EN 438(1):1991includingstainless steel accessories ( SS-304 grade)like square top rail. Front panel and divider wall with stripe shoe touching floor with square SS rail (No gap shall be at bottom of divider/front panel except door), knob, thumb turn and indicator, twin coat hook, door stopper, adjustable shoe, gravity hinges, and locking arrangement,SS channel, i/c I shape closing partitions where ever required to complete the cubical etc. as desired etc., all complete as per drawings. The cubical unit shall be installed in approved finish, shades and colours as per specifications and direction of Engineer in charge. Toilet cubicles of size 900mm to 1100mm (width) X 1450mm to 1750mm (depth) X 2100mm (height) with door. External Laminate finish should be of Metallic.
127	Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron \"Y\" shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
128	Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.
129	Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix, PQC etc.,
130	Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
131	Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer in-charge.
132	Demolishing brick work/block work/AAC block workIn cement mortar, manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
133	Dismantling steel work in built up sections in tubes/angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
134	Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
135	Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead : For thickness of tiles 10 mm to 25 mm
136	Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge.
137	Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.
138	Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modifiedself curing mortar, including disposal of rubbish, all completeas per the direction of Engineer-In-Charge.
139	Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface i/c disposal of mulba/ rubbish to the nearest municipal dumping ground, all complete as per direction of Engineer-in-Charge: For door/ window/ clerestory window
140	Cleaning and desilting of existing manhole chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge
141	Cleaning of chocked existing sewer line/storm water line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewerline from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm
142	Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
143	Providing and fixing a SS 304 grating measuring 15 cm x 15 cm at the inlet mouth of a rainwater pipe. This involves the removal of concrete at required area aroundthe pipe mouth, the creation of Khurra of size of approximately 40 cm x 40 cm, and the grouting of the remaining gap between160mm PVC pipe and a 200mm core/hole in the floor with GP2 according to the instructions of the Engineer Incharge.Note: Item includes shuttering at the bottom of the slab at a height of 10.5m is required for grouting the gap between pipes, as well as the cutting and removal of existing concrete, waterproofing of sides and bottom and fixing the SS grating with aerolite, all inclusive of materials.
144	Core cutting of 200mm dia and 300mm deep in RCC surface for fixing of 160mm dia rainwater drain pipe, including Labour & machinery, consumables charges etc., for as per the direction of Engineer Incharge
145	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes: Nominal outside diameter of 160 mm
146	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, Coupler for160mm diameter pipe
147	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, Bend 87.5 degree,for 160mm diameter pipe
148	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, Bend 45°,for 160mm diameter pipe
149	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, end cap,for 160mm diameter pipe
150	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, Shoe (Plain),for 160mm diameter pipe
151	Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete for 160mm diameter pipe
152	Providing on Fixing100/150/200 mm diameter Mild Steel pipes conforming toIS-1239 (Class C) / IS-3589 (6.3mm wall thickness), including cutting, welding, nut-bolts, gasket, fitting viz. bends, tees, reducers, crosses, flanges etc. and fixing the pipes onwall / ceiling / beam / floor with suitable MS clamps / structural supports/PCC block and external and internal painting with two coats of red oxide primer and two coats of synthetic enamel paint of approved shade complete as required and as specified. ( Payment shall be made on the basis of actual weight of pipe or standrand weight as per IS3589, which ever is less For terrace rain water system)
153	Providing and fixingClass C, heavy duty G.I. pipes complete conform to IS-1239, with G.I. fittings and clamps, i/c cutting and making good the walls etc.:Internal work - Exposed on wall : 80 mm dia nominal bore
154	Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :80 mm diameter pipe
155	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work):80 mm nominal bore
156	Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : 150 mm dia nominal bore
157	Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 : 150 mm dia
158	Providing and Fixing soil, waste and vent pipes 75 mm dia Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
159	Providing and Fixing soil, waste and vent pipes 100 mm dia Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
160	Providing and Fixing soil, waste and vent pipes 150 mm dia Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
161	Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :For 75 mm dia pipe
162	Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :For 100 mm dia pipe
163	Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :For 150 mm dia pipe
164	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 75 mm dia, Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
165	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 100 mm dia, Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
166	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 150 mm dia, Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
167	Providing and fixing plain bend of required degree : 75 mm dia,Hublesscentrifugallycast (spun)iron pipes epoxy coated inside & outside IS:15905
168	Providing and fixing plain bend of required degree : 100 mm dia,Hublesscentrifugallycast (spun)iron pipes epoxy coated inside & outside IS:15905
169	Providing and fixing plain bend of required degree : 150 mm dia,Hublesscentrifugallycast (spun)iron pipes epoxy coated inside & outside IS:15905
170	Providing and fixing double equal plain junction of required degree. : 100x100x100x100 mm,Hublesscentrifugallycast (spun)iron pipes epoxy coated inside & outside IS:15905
171	Providing and fixing double equal plain junction of required degree. : 150x150x150x150 mm,Hublesscentrifugallycast (spun)iron pipes epoxy coated inside & outside IS:15905
172	Providing and fixing single equal plain junction of required degree : 100x100x100 mm, Hublesscentrifugallycast (spun)iron pipes epoxy coated inside & outside IS:15905
173	Providing and fixing single equal plain junction of required degree : 150x150x150 mm, Hublesscentrifugallycast (spun)iron pipes epoxy coated inside & outside IS:15905
174	Providing and fixing double unequal plain junction of required degree : 150x150x100x100 mm, Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
175	Providing and fixing single unequal plain junction of required degree : 100x100x75 mm, Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
176	Providing and fixing single unequal plain junction of required degree : 150x150x100 mm, Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
177	Providing and fixing Hubless centrifugally cast iron offsets epoxy coated inside & outside as per IS:15905, 130 mm offsets :With 100 mm dia
178	Providing and fixing Hubless centrifugally cast iron offsets epoxy coated inside & outside as per IS:15905, 130 mm offsets :With 150 mm dia
179	Providing and fixing terminal guard : 75 mm,Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
180	Providing and fixing terminal guard : 100 mm,Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
181	Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe of 75 mm dia with SS 304 grade coupling with EPDM rubber gasket
182	Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe of 100 mm dia with SS 304 grade coupling with EPDM rubber gasket
183	Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe of 150 mm dia with SS 304 grade coupling with EPDM rubber gasket
184	Providing and fixing end cap for 100mm dia pipe of Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
185	Providing and fixing end cap for 150mm dia pipe of Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
186	Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter :75 mm
187	Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter :100 mm
188	Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter :150 mm
189	Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 100 mm outlet, Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
190	Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 150 mm outlet, Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
191	Providing and fixing SWR multi trap 4 x 2½ inch (110 x 75 mm) Multi Trap Without Jali including cutting the floor area, fixing, connecting etc., complete as per the direction of the Engineer in Charge.
192	Providing and Laying 40 OD uPVC water pipesconforming to IS:4985, of 6 Kg/cm2 including all fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge: Concealed work, including cutting chases and making good the walls etc.,
193	Providing and Laying 50 OD uPVC water pipesconforming to IS:4985, of 6 Kg/cm2 including all fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge: Concealed work, including cutting chases and making good the walls etc.,
194	Providing and Laying 25 OD uPVC water pipes conforming to IS:4985, of 10 Kg/cm2 including all fittings like bends, junctions, elbow, f-tee, m-tee, offsets, access pieces etc. jointing with solvent cement complete. Rates includes any type of fittings required for the provision of Garden Hydrant point in main ring of the Hydrant pipe in different location complete with trenching, refilling and testing of joints complete as per direction of the engineer in charge.
195	Providing and Laying 32 OD uPVC water pipes conforming to IS:4985, of 10 Kg/cm2 including all fittings like bends, junctions, elbow, f-tee, m-tee, offsets, access pieces etc. jointing with solvent cement complete. Rates includes any type of fittings required for the provision of Garden Hydrant point in main ring of the Hydrant pipe in different location complete with trenching, refilling and testing of joints complete as per direction of the engineer in charge.
196	Providing and Laying 40 OD uPVC water pipes conforming to IS:4985, of 10 Kg/cm2 including all fittings like bends, junctions, elbow, f-tee, m-tee, offsets, access pieces etc. jointing with solvent cement complete. Rates includes any type of fittings required for the provision of Garden Hydrant point in main ring of the Hydrant pipe in different location complete with trenching, refilling and testing of joints complete as per direction of the engineer in charge.
197	Providing and Laying 50 OD uPVC water pipes conforming to IS:4985, of 10 Kg/cm2 including all fittings like bends, junctions, elbow, f-tee, m-tee, offsets, access pieces etc. jointing with solvent cement complete. Rates includes any type of fittings required for the provision of Garden Hydrant point in main ring of the Hydrant pipe in different location complete with trenching, refilling and testing of joints complete as per direction of the engineer in charge.
198	Providing and Laying 65 OD uPVC water pipes conforming to IS:4985, of 10 Kg/cm2 including all fittings like bends, junctions, elbow, f-tee, m-tee, offsets, access pieces etc. jointing with solvent cement complete. Rates includes any type of fittings required for the provision of Garden Hydrant point in main ring of the Hydrant pipe in different location complete with trenching, refilling and testing of joints complete as per direction of the engineer in charge.
199	Providing and Laying 75 OD uPVC water pipes conforming to IS:4985, of 10 Kg/cm2 including all fittings like bends, junctions, elbow, f-tee, m-tee, offsets, access pieces etc. jointing with solvent cement complete. Rates includes any type of fittings required for the provision of Garden Hydrant point in main ring of the Hydrant pipe in different location complete with trenching, refilling and testing of joints complete as per direction of the engineer in charge.
200	Providing and Laying 90 OD uPVC water pipes conforming to IS:4985, of 10 Kg/cm2 including all fittings like bends, junctions, elbow, f-tee, m-tee, offsets, access pieces etc. jointing with solvent cement complete. Rates includes any type of fittings required for the provision of Garden Hydrant point in main ring of the Hydrant pipe in different location complete with trenching, refilling and testing of joints complete as per direction of the engineer in charge.
201	Providing and Laying 110 OD uPVC water pipes conforming to IS:4985, of 10 Kg/cm2 including all fittings like bends, junctions, elbow, f-tee, m-tee, offsets, access pieces etc. jointing with solvent cement complete. Rates includes any type of fittings required for the provision of Garden Hydrant point in main ring of the Hydrant pipe in different location complete with trenching, refilling and testing of joints complete as per direction of the engineer in charge.
202	Providing and Laying LLDP drip tubing of 16mm dia OD, 10kg/cm2 with solenoid valve assemblies including fittings, jointing, valves, Tee, elbows, etc., complete in all respect testing of joints complete as per direction of the engineer in charge.
203	Providing and fixing 20mm, dripper, 24LPH including jointing etc., complete in all respect testing of joints complete as per direction of the engineer in charge.
204	Supply, installation, testing and commissioning of heavy duty irrigation sprinkler with working pressure range of 2 to 6 bar.
205	Providing and fixing garden hydrant including service saddle for making connection for garden hydrant to 25mm dia pipe line including fixing, connecting, testing of joint etc., complete as per directions of the Engineer in Charge.
206	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, SDR11 conforming to IS15778:2007, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m 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 wall : 15 mm nominal dia Pipes
207	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, SDR11 conforming to IS15778:2007, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m 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 wall :20 mm nominal dia Pipes
208	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, SDR11 conforming to IS15778:2007, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m 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 wall :25 mm nominal dia Pipes
209	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, SDR11 conforming to IS15778:2007, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m 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 wall :32 mm nominal dia Pipes
210	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, SDR11 conforming to IS15778:2007, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m 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 wall :40 mm nominal dia Pipes
211	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, SDR11 conforming to IS15778:2007, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m 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 wall :50 mm nominal dia Pipes
212	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, SDR11 conforming to IS15778:2007, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m 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 wall :65 mm nominal dia Pipes
213	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, SCH-40 ASTM F-441 conforming to IS15778:2007, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m 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 wall :80 mm nominal dia Pipes
214	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, SDR11 conforming to IS15778:2007, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge: Concealed work, including cutting chases and making good the walls etc.:15 mm nominal dia Pipes
215	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, SDR11 conforming to IS15778:2007, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge: Concealed work, including cutting chases and making good the walls etc.:20 mm nominal dia Pipes
216	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, SCH-40 ASTM F-441 conforming to IS15778:2007, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings,including fixing the pipe with clamps at 1.00 m 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 wall :150 mm nominal dia Pipes
217	Providing and fixing 15 mm dia forged brass lever operated ball valve of full flow with forged brass ball (Machined to mirror smooth finsh with hard chrome plated) and spindle with setting and gland of superior quality having minimum working pressure of 10 kg/cm2 etc. complete in all respect.
218	Providing and fixing 20 mm dia forged brass lever operated ball valve of full flow with forged brass ball (Machined to mirror smooth finsh with hard chrome plated) and spindle with setting and gland of superior quality having minimum working pressure of 10 kg/cm2 etc. complete in all respect.
219	Providing and fixing 25 mm dia forged brass lever operated ball valve of full flow with forged brass ball (Machined to mirror smooth finsh with hard chrome plated) and spindle with setting and gland of superior quality having minimum working pressure of 10 kg/cm2 etc. complete in all respect.
220	Providing and fixing 32 mm dia forged brass lever operated ball valve of full flow with forged brass ball (Machined to mirror smooth finsh with hard chrome plated) and spindle with setting and gland of superior quality having minimum working pressure of 10 kg/cm2 etc. complete in all respect.
221	Providing and fixing 40 mm dia forged brass lever operated ball valve of full flow with forged brass ball (Machined to mirror smooth finsh with hard chrome plated) and spindle with setting and gland of superior quality having minimum working pressure of 10 kg/cm2 etc. complete in all respect.
222	Providing and fixing 50 mm dia forged brass lever operated ball valve of full flow with forged brass ball (Machined to mirror smooth finsh with hard chrome plated) and spindle with setting and gland of superior quality having minimum working pressure of 10 kg/cm2 etc. complete in all respect.
223	Providing and fixing 65 mm dia forged brass lever operated ball valve of full flow with forged brass ball (Machined to mirror smooth finsh with hard chrome plated) and spindle with setting and gland of superior quality having minimum working pressure of 10 kg/cm2 etc. complete in all respect.
224	Providing and fixing 65 mm dia C.I. butterfly valves of approved make , wafer end type class PN 1.6 as per I.S:13095 or with integrally moulded linear of nitrile or EPDM, SS Disc and steam lever operated including necessary nuts, bolts, gaskets, flanges etc., complete as directed by Engineer-in-charge.
225	Providing and fixing 80 mm dia C.I. butterfly valves of approved make , wafer end type class PN 1.6 as per I.S:13095 or with integrally moulded linear of nitrile or EPDM, SS Disc and steam lever operated including necessary nuts, bolts, gaskets, flanges etc., complete as directed by Engineer-in-charge.
226	Providing and fixing 100 mm dia C.I. butterfly valves of approved make , wafer end type class PN 1.6 as per I.S:13095 or with integrally moulded linear of nitrile or EPDM, SS Disc and steam lever operated including necessary nuts, bolts, gaskets, flanges etc., complete as directed by Engineer-in-charge.
227	Providing and fixing 150 mm dia C.I. butterfly valves of approved make , wafer end type class PN 1.6 as per I.S:13095 or with integrally moulded linear of nitrile or EPDM, SS Disc and steam lever operated including necessary nuts, bolts, gaskets, flanges etc., complete as directed by Engineer-in-charge.
228	Providing & fixing 50 mm dia Non return valve of approved make CI body for PN 1.6 rating, conforming to IS:5312 complete in all respects : Horizontal/Vertical as applicable
229	Providing & fixing 65 mm dia Non return valve of approved make CI body for PN 1.6 rating, conforming to IS:5312 complete in all respects: Horizontal/Vertical as applicable
230	Providing & fixing 80 mm dia Non return valve of approved make CI body for PN 1.6 rating, conforming to IS:5312 complete in all respects: Horizontal/Vertical as applicable
231	Providing & fixing 100 mm dia Non return valve of approved make CI body for PN 1.6 rating, conforming to IS:5312 complete in all respects: Horizontal/Vertical as applicable
232	Providing & fixing 150 mm dia Non return valve of approved make CI body for PN 1.6 rating, conforming to IS:5312 complete in all respects: Horizontal/Vertical as applicable
233	Providing and fixing 20mm dia CI Pressure Reducing valve for cold supply. The complete system is tested to a pressure not less than 15 Kg/cm2 and suitable to reduce the pressure as per requirement including flanges/unions, nuts, bolts & washers complete as required for applications (Horizontal or vertical as applicable)
234	Providing & fixing 25 mm dia CI Air Releave Valve of approved make complete in all respects : Horizontal/Vertical as applicable
235	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 150 mm dia Ductile Iron Class K-9 pipes
236	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 200 mm dia Ductile Iron Class K-9 pipes
237	Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 250 mm dia Ductile Iron Class K-9 pipes
238	Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :150 mm dia pipes
239	Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :200 mm dia pipes
240	Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :250 mm dia pipes
241	Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 : Up to 600 mm dia
242	Providing and fixing Stainless Steel pipe and fitting of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards complete with press type fitting (fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00 m spacing including cutting and making good thewalls including testing of joints complete as per direction of Engineer-in-charge. (The pipe length inserted in the fitting shall not be measured for payment) : Internal work - Exposed on wall :15 mm outer dia pipe
243	Providing and fixing Stainless Steel pipe and fitting of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards complete with press type fitting (fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00 m spacing including cutting and making good thewalls including testing of joints complete as per direction of Engineer-in-charge. (The pipe length inserted in the fitting shall not be measured for payment) : Internal work - Exposed on wall :22 mm outer dia Pipe
244	Providing and fixing Stainless Steel pipe and fitting of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards complete with press type fitting (fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00 m spacing including cutting and making good thewalls including testing of joints complete as per direction of Engineer-in-charge. (The pipe length inserted in the fitting shall not be measured for payment) : Internal work - Exposed on wall : 35 mm outer dia Pipe
245	Providing and fixing Stainless Steel pipe and fitting of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards complete with press type fitting (fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00 m spacing including cutting and making good thewalls including testing of joints complete as per direction of Engineer-in-charge. (The pipe length inserted in the fitting shall not be measured for payment) : Internal work - Exposed on wall :54 mm outer dia Pipe
246	Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer in-charge : Coupling/Socket : For 15 mm outer dia pipe
247	Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer in-charge : Coupling/Socket :For 22 mm outer dia pipe
248	Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer in-charge : Coupling/Socket :For 35 mm outer dia pipe
249	Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer in-charge : Coupling/Socket :For 54 mm outer dia pipe
250	Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineerin-charge: Reducer :For 22mm x 15 mm outer dia pipe
251	Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineerin-charge: Reducer :For 35 mm x 22 mm outer dia pipe
252	Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per dirction of Engineerin-charge: Reducer : For 54 mm x 35 mm outer dia pipe
253	Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineerin-charge: Elbow 90° : For 15 mm outer dia pipe
254	Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineerin-charge: Elbow 90° : For 22 mm outer dia pipe
255	Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineerin-charge: Elbow 90° : For 35 mm outer dia pipe
256	Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineerin-charge: Elbow 90° : For 54 mm outer dia pipe
257	Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineerin-charge :Equal Tee :For 15 mm outer dia pipe
258	Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineerin-charge :Equal Tee :For 22 mm outer dia pipe
259	Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineerin-charge :Equal Tee :For 35 mm outer dia pipe
260	Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineerin-charge :Equal Tee : For 54 mm outer dia pipe
261	Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineerin-charge:Reducing Tee : For 22 mm x 15 mm outer dia pipe
262	Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineerin-charge:Reducing Tee : For 35 mm x 15 mm outer dia pipe
263	Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineerin-charge:Reducing Tee :For 35 mm x 22 mm outer dia pipe
264	Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineerin-charge:Reducing Tee : For 54 mm x 22 mm outer dia pipe
265	Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineerin-charge:Reducing Tee :For 54 mm x 35 mm outer dia pipe
266	Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge: Valve Connector : For 15mm dia pipe
267	Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge: Valve Connector : For 22mm dia pipe
268	Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge: Valve Connector : For 35mm dia pipe
269	Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge: Valve Connector : For 54mm dia pipe
270	Providing and laying non-pressure 250 mm dia NP2 class (light duty) R.C.C. pipes with 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.
271	Providing and laying non-pressure 300 mm dia NP2 class (light duty) R.C.C. pipes with 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.
272	Providing and laying non-pressure 450 mm dia NP2 class (light duty) R.C.C. pipes with 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.
273	Providing and laying Non Pressure 450 mm dia 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
274	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round RCC pipes including bed concrete as per standard design :250mm diameter RCC Pipe
275	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round RCC pipes including bed concrete as per standard design :300mm diameter RCC Pipe
276	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round RCC pipes including bed concrete as per standard design :450mm diameter RCC Pipe
277	Constructing masonrychamber 30x30x depth 30 to 50 cm (as per requirement) with FPS bricks, inside withbrick work in cement mortar1:4(1 cement: 4 Coarse sand) for stop cock, with C.I. surfacebox 100x100x75 mm(inside) with hinged cover fixed in cement concrete slab1:2:4 mix (1 cement: 2coarse sand:4gradedstone aggregate 20 mm nominal size) necessary excavationfoundation concrete 1:5:10 mix (1 cement : 5 fine sand and10graded stone aggregate 40 mm nominal size)and insideplastering withcementmortar1:3(1 cement: 3coarsesand) 12mm thickfinishedwitha floatingcoatofneatcement complete as per standard design :With common burnt clay FPS (non modular) bricks of class designation 7.5
278	Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 150 x 100 mm size P type with common burnt clay F.P.S. (non modular) bricks of class designation 7.5
279	Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 180 x 150 mm size P type with common burnt clay F.P.S. (non modular) bricks of class designation 7.5
280	Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg
281	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
282	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 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 (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
283	Extra for depth for manholes : Size 90x80 cm : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
284	Extra for depth for manholes : Size 120x90 cm : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
285	Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement,foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel 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, all complete as per standard design : 2.30 m deep with SFRC Cover and frame (heavy duty HD20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
286	Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
287	Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20 mm diameter round bar
288	Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality : H D - 20 : Square/Circular shape 560 mm to 600mm size
289	Supplying and fixing C.I. cover with frame for manholes :560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg
290	Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 350 to 450 mm diameter
291	Providing and fixing 1st Quality water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, concealed slim line low level dual - flushing cistern, Flush Plates/Control Plate, including flush pipe, with all fittings and fixtures including cutting and making good the walls and floors wherever requireda) White Vitreous china Orissa pattern W.C. pan of size 585x450 mm with integral type foot rests, Make:Jaquar IWC-ECS-WHT-451 or equivalentb) Cistern Make: Jaquar JCS-WHT-2400WSG or Equivalentc) Flush Plates/Control Plate, Make: Jaquar JCP-CHR-2415 or Equivalent
292	Providing & fixing 1st Quality white vitreous china wall hung type European type water closet with C.P. bolts, nuts, C.I. chair or other hanging arrangement, with white solid plastic seat and cover with lidincluding concealed slim line low level dual - flushing cistern, Flush Plates/Control Plate, brass hinge rubber buffers including flush pipe with accessories,C.I/M.S. brackets painted with two coats of enamel paint of approved shade over a coat of primer (Fixing shall be as per manufacturer\"s specifications). C.P. brass screws and wooden cleats, including cutting and making good the wall and floors wherever required.a) EWC Make: Jaquar : CNS-WHT-963UFSM or equivalentb) Cistern Make: Jaquar JCS-WHT-2400WSG or Equivalentc) Flush Plates/Control Plate, Make: Jaquar JCP-CHR-2415 or Equivalent
293	Providing and fixing 1st Quality white vitreous china battery based infrared sensor operated urinal pre & post flushing with water (250 ml & 500 ml consumption), having water inlet & waste outlet from back side, including fixing to wall with suitable brackets, Ceramic waste Dome, CP Brass waste, concealed flusing cistern,Sensotronic Mini Concealed Type Flushing Valve for Urinal Complete Set with Installation Box, all as per manufacturers specification and direction of Engineer-in-charge.a) Urinal Make: Jaquar URS-WHT-13253N or equivalent.b) Automatic flushing system, Sensotronic Mini Concealed Type Flushing Valve for Urinal Complete Set with Installation Box for urinal Make: Make: Jaquar SNR-STL-51077 or equivalent.
294	Providing and fixing wall Hung Screen / urinal partitions using 8mm thick toughened and satin frosted glass panels, hung from the wall using two SS 304 grade pivoted clamps, the urinal partition shall have minimum standard dimension of 1200 mm Height x 450 to 500 mm Width, edges of the glass panels shall be grinded & polished smooth with architectural profile, the corners of the glass shall have 5mm radius unless otherwise, including drilled holes, shaping, notching as required etc., complete as per the direction of the Engineer in Charge.
295	Providing & fixing of white vitreous china under counter Rectangular/oval wash basin/circular basin605x410 (Make: Jaquar FNS-WHT-40701 or approved equivalent) with CP brass waste assembly (Make: Jaquar ALD-CHR-709 or approved equivalent), CP cast brass bottle trap with extension piece (Model :JaquarALD-CHR-769Lor approved equivalent ), Non-concussive Basin Tap (Make: Jaquar PRS-CHR-031GE or approved equivalent) for cold water for Wash basin complete including CP brass waste and CP waste pipe 450 mm long, connections pipes, wall flanges and rubber adapters for waste connection complete including CI/MS brackets duly painted, nuts, washers, cutting and making good the walls floors wherever required as per direction of Engineer-Incharge.
296	Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap
297	Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
298	Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board : 510x1040 mm bowl depth 250 mm
299	Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :Kitchen sink without drain board : 610x510 mm bowl depth 200 mm
300	Providing & fixing C.P. hand spray with lever control (health faucet) (Jaquar : ALD-CHR-565GB or approved equivalent) and flexible hose 1 m long connection with C.P. holder for hand spray complete in all respects as per direction of Engineer-Incharge.
301	Providing and fixing Strainless Steel (SS) liquid soap dispenser with push lever assembly with soap refill fixed in wall with Screws complete in all respect as per direction of the engineer-in-charge. Make: Jaquar ACN-CHR-1137N or equivalent.
302	Providing and fixing in position CP single robe hook with CP brass screws etc complete as per direction of the engineer-in-charge. Model : Jaquar : CAN-CHR-1191N or equivalent
303	Providing and fixing brass bib cock of approved quality : 15 mm nominal bore, Model : Jaquar : CON-CHR-037KN or equivalent.
304	Providing and fixing in position toilet CP roll holder with stainless steel flap etc complete as per direction of the engineer-in-charge. Model : Jaquar : ACN-CHR-1151N or equivalent
305	Providing and fixing CP brass Angle cock 15 mm nominal bore, with CP wall flange :Model : Jaquar : AQT-CHR-3057 or equivalent
306	Providing and fixing CP brass Sink Cock 15 mm nominal bore with Pipe Swinging Spout (Wall Mounted Model) with Wall Flange :Model : Jaquar : AQT-CHR-3057 or equivalent
307	Providing and fixing circular/rectangular shape Stainless steel SS304 grade grating for floor traps or drains of required size of 100mm/150mm including cutting and making good the floors complete.
308	Providing and Fixing complete system of Bath and shower including CP Single lever concealed divertor, O.H. Rose shower with shower arm, CP Bath spout, Towel rail and concealed stop cock complete including C.P. brass screws and wooden cleats, including cutting and making good the wall and floors wherever required.a) C.P Single lever concealed diverter, Make: Jaquar ALD-CHR-065 & FLR-CHR-5065K or Equivalentb) Overhead Shower 100mm Round Shape Single Flow, Make: Jaquar OSH-CHR-1989 or equivalent & with Shower Arm Casted 160mm to 190mmLong Light Body Round Shape for Wall Mounted Showers with Flange, Make: Jaquar SHA-CHR-477 or equivalent.c) CP Bath spout Make: Jaquar SPJ-CHR-429 or Equivalentd) CP Towel Rail Make: Jaquar AHS-CHR-1507 or equivalente) CP Brass stop cock 15 mm nominal bore
309	Providing and Fixing complete sysytem for Handicapt Toilet of Jaquar/Euronics or equivalentcomparsing of 1st Quality white vitreous china floor mounted European type water closet with C.P. bolts, nuts, C.I. chair or other hanging arrangement, with white solid plastic seat and cover with lidincluding concealed slim line low level dual - flushing cistern, Flush Plates/Control Plate, brass hinge rubber buffers including flush pipe with accessories,C.I/M.S. brackets painted with two coats of enamel paint of approved shade over a coat of primer (Fixing shall be as per manufacturer\"s specifications). C.P. brass screws and wooden cleats, including cutting and making good the wall and floors wherever required, white vitreous china under counter Rectangular/oval wash basin/circular basin with CP brass waste assembly, CP cast brass bottle trap with extension piece, Non-concussive Basin Tap for cold water for Wash basin complete including CP brass waste and CP waste pipe 450 mm long, connections pipes, wall flanges and rubber adapters for waste connection complete including CI/MS brackets duly painted, nuts, washers, cutting and making good the walls, floors, two nos. hinged rail 76 cms and five nos of SS grab bar 60 cms, including 32 mm bottle trap for waste connection, 15 mm automatic sensor faucet for cold water for Handicaped Toilet complete in all respest as per direction of the engineer-in-charge. a) EWC Make: Jaquar : CNS-WHT-963UFSM or equivalentb) Cistern Make: Jaquar JCS-WHT-2400WSG or Equivalentc) Flush Plates/Control Plate, Make: Jaquar JCP-CHR-2415 or Equivalentd)Rectangular/oval wash basin/circular basin605x410, Make: Jaquar FNS-WHT-40701 or approved equivalente)CP brass waste assembly, Make: Jaquar ALD-CHR-709 or approved equivalentf)CP cast brass bottle trap with extension piece, Jaquar Cat No. ALD-CHR-769Lor approved equivalentg) Non-concussive Basin Tap, Make: Jaquar PRS-CHR-031GE or approved equivalenth) Grab bars and Swing bar accessories, Make : WAC-WHT-BG0800 or equivalent
310	Providing and fixing 304 Stainless Steel flash touch-free infrared hand dryer with 1150W rated power & carbon brush motor, Make- Jaquar : HDR-SSF-AK2807 or equivalent
311	Providing and fixing S.S. body tissue paper dispenser complete including cutting and makinggood the walls wherever required, Make: Jaquar Cat No: PTD SAPDT0106CS or equivalent.
312	Providing and fixing battery operated toilet deodorizers approved make having programmable dispense which operates round the clock automatically celaning fixture surfaces, day and night, at 15,30, or 60 day refill cycles including fixing etc., all complete as per the direction of Engineer in Charge.
313	Providing and fixing 6mm thick bevelled edge mirror of superior glass of approved quality and approved make with 12mm thick waterproof plywood backing fixed properly, and with 25mm dia stainless steel stud and 10mm brush finish stainless steel trims machine cut in required size and shape as approved shade colour etc. complete at all levels as per detailed drawings and direction of Engineer in Charge.
314	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a)Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b)Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge over 20 mm thick layer of cement mortar of mix1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.(d)Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
315	Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a)First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
316	Providing and applying internal waterproofing and protective lining system to underground water storage tanks, STP etc., on walls, floor and ceiling, complete as per approved drawings, manufacturer’s specifications and directions of Engineer-in-Charge, comprising the following:(a) Thorough preparation of concrete substrate including cleaning, removal of laitance, oil, grease and loose particles, repairing surface defects and making the surface sound and smooth.(b) Applying approved two-component acrylic modified cementitious waterproofing coating on horizontal and vertical surfaces in three coats by brush / roller / trowel to form an impermeable waterproof layer, complete.(c) Providing protective screed on horizontal surfaces consisting of minimum 50 mm thick cement mortar / screed mixed with approved integral waterproofing compound, complete.(d) Providing protective plaster 1:4 on vertical surfaces consisting of 15 mm thick cement plaster mixed with approved integral waterproofing compound, complete.(e) Treatment of cut-outs, pipe sleeves and penetrations by applying hydro-swelling polymeric paste around the periphery of PVC sleeves and sealing the openings with ready-to-use dual shrinkage-compensated micro-concrete, complete.(f) Treatment of cracks and construction joints by injection of re-swellable metha-acrylate resin through non-returnable packers, complete as specified.(g) Providing and applying potable-grade, water-based, high-build epoxy lining, two-component, high solids (minimum 65% by volume), applied in two to three coats to achieve minimum 150 microns dry film thickness, on all internal surfaces of water tank, including surface preparation between coats.The epoxy lining shall be suitable for potable water contact, impermeable to liquids, abrasion resistant, resistant to bacterial and fungal growth and easy to clean, all materials, labour, tools, scaffolding, curing, testing, protection, overlaps, wastage and making good complete. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The rate shall include cost of all materials, labour, tools, tackles, surface preparation, consumables, scaffolding, overlaps, wastages, testing, protection, detailing at corners, joints, sleeves and all incidental works necessary to complete the waterproofing system as per specifications.Note-1 : The product performance shall carry guaranteed for 10 years against any leakage.Note -2:- The All Waterproofing works as aboveincluding supply and apply should be carried out by authorized / manufacturer approved applicator.
317	Providing and applying pre-applied fully bonded waterproofing system for basement raft and basement walls (external side), comprising HDPE based membrane with pressure sensitive adhesive system, suitable for horizontal and vertical applications, conforming to the approved specifications.The work shall include surface preparation of substrate, application of two-component reactive polymer composite coating, installation of HDPE membrane with self-adhesive selvedge, formation of sealed side laps and end laps using compatible sealed tapes, treatment of cut-outs, penetrations, construction joints and cracks using approved swellable polymeric paste, dual shrinkage compensated micro-concrete / mortar and re-swellable resin injection system, complete in all respects. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The rate shall include cost of all materials, labour, tools, tackles, surface preparation, consumables, scaffolding, overlaps, wastages, testing, protection, detailing at corners, joints, sleeves and all incidental works necessary to complete the waterproofing system as per specifications.Note-1 : The product performance shall carry guaranteed for 10 years against any leakage.Note -2:- The All Waterproofing works as aboveincluding supply and apply should be carried out by authorized / manufacturer approved applicator.
318	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge,upto 90 metre depth below ground level.All types of soil -300 mm dia
319	Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 4985, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge For 200 mm nominal size dia
320	Supplying, assembling, lowering and fixing in vertical position in borewell unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 4985 including hire &labour charges, ittings & accessories etc. all complete, for all depths, as per direction of Engineer-in charge. 200 mm nominal size dia
321	Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in- charge.
322	Development of Tubewell in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
323	Providing and fixing 200 mm dia M.S. clamp of required dia to the top of casing/housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.
324	Providing and fixing 200 mm dia Upvc Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell.
325	Providing, fabricating, assembling and installing in position, Ticketing Counters of approximate overall size of 1960mmx 1975mm as specified below and in approved shape, profile, quality, design and finish comprising of the following :Counter Tops : The counter top (work surface) at lower level shall comprise of 19 mm thick BWR grade commercial plywood and finished with approved 1 mm thick laminate. The counter top at upper level shall be made out of 19 mm thick BWR grade commercial plywood and finished with 12 mm thick acrylic solid surface of approved make, colour and shade. The counter top at intermediate level shall be made in 19 mm thick BWR grade commercial plywood and finished in 6mm thick toughened lacquered glass of approved make and shade. The upper counter top shall be 1280 mm,intermediate counter top shall be 1075mm and lower counter top shall be 750 mm from the FFL.Front : The front portion/ facia at upper level shall be made out of 19 mm thick BWR grade commercial plywood and finished with 12 mm thick acrylic solid surface of approved make, colour and shade. The front portion/ facia at lower/ intermediate level shall be made in 19 mm thick BWR grade commercial plywood . The front portion/ facia shall be provided with 12x12mm wooden trims and strip profiles wherever indicated, screwed/ anchored to the plywood and fixed to the 12mm thick toughened glass panels with approved adhesives/ sealants.Rear side : The rear side and other concealed/ unexposed surfaces of the counter shall be finished with approved 1 mm thick approved balancing laminate.Drawers & Storage units : The unit shall be provided with a pedestal unit comprising of three drawers including a storage unit with internal shelving.The drawers shall be about 110 mm high, made out of 19mm thick commercial plywood finished externally with 1 mm thick approved laminate of approved colour and shade.The drawers shall be mounted on SS telescopic channels. Internal surfaces of drawers shall be finished with approved 1 mm thick approved balancing laminate. Glass Partition above Counter top : The unit shall be provided with a vertical glazed partition of required size made out 12mm thick clear toughened glass with (CNC) machine-cut edges with provision for 150mm service windowin the glass panels. The partition 2100mm high made out of 18mm ply board with inside cabin balancing laminate ,inner fabric panel 300mm high and external facia is with 12mm white acrylic solid surface and shall be fixed to the counter side with the help of nails/screws etc.
326	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
327	Construction of Security Morcha of size 6 feet x 6feet in forecourt / city side of Terminal Building complete as per approved drawings, design, layout,including all incidental works such as excavation, grouting, anchoring, cutting of slab/floor and making good, surface finishing, primer and painting, scaffolding all complete as per specifications and directions of Engineer-in-Charge., comprising the following works:(a) Providing and constructing raised morcha platform at floor level raised by 450 mm to 600 mm from existing finished floor level, finishing and making good all complete.(b) Providing and fixing pyramidal type protective canopy over the morcha including MS structural framework, roofing sheets/cladding, fixing accessories, nuts, bolts, welding, primer and approved finishing paint, complete.(c) Construction of bullet proof protective wall of 1.20 m height all around the morcha, consisting of:- (i) Two 8 mm thick steel sheets placed 350 mm (14”) apart to form cavity, (ii) Filling the cavity with clean dry sand properly compacted (iii) Inner side lining with marine plywood board of 19mm thickness (iv)Outer side cladding with ACP sheet of approved shade and make(d) Providing and fixing hexogonal aluminium mesh all around over the protective wall, installed with inward inclination from top to bottom, including aluminium posts, clamps, fasteners and fixing arrangements, complete.(e) Providing openable slide arrangement in aluminum grill on three sides of morcha for manoeuvring of weapons.(f) Providing and fixing reinforced security gate, lockable from inside, fabricated from 50mm wooden panels sandwiched between two 8mm steel sheets and outside finished with ACP of approved shade and make, including locking mechanism, hinges, holdfasts, welding and finishing, complete.(MS structural frame work will be paid in the relevany items)
328	Providing and fixing galvanized chicken wire mesh as approved by the Engineer in Charge at the junction of masonry work and RCC work or on any other place as directed to receive plaster including fixing with nails, rawplugsat all heightsbelow and above highest plinth level including scaffolding etc complete as directed.
329	Providing and fixing of glass fiber mesh of width 150mm mesh size 5mmx5mm weight 145 gsmfor internal plaster works (Gypsum) at all the joint of concrete to AAC blocksurfaceincluding the cost of materials, labour, tool & plants as approved by Engineer-incharge
330	Providing & filling Conbextra GP2 into pockets/sleeves/Gaps as a packing material, mixing with controlled amount of clean water as per manufecturer specification for produces a free flowing, non-shrink grout, including labour, scaffolding, machineries for mixing, application etc., all as per the direction of Engineer in Charge (Fresh wet density Approximately 2220kg/cum)
331	Providing Core Cutting in RCC for 100mm size pipe fixing including labour, machinery, scaffolding at all levels including shifting of debris as directed by site engineer for RCC slab/wall thickness upto 300mm.
332	Supplying and installation of moisture resistant/fire resistant cement board as per standard sizes fixed with self-drilling / taping screws. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick or 8 to 10 gauge of length varying from 25 to 45 mm:Cement Fiber Board 6 mm thick as per IS 14862:2000 of type B (High pressure Steam Cured)
333	Providing and injecting approved grout in existing concrete/masonry structure in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. at all levels including scaffolding complete as per directions of Engineer-in Charge.(The payment shall be made on the basis of actual weight of approved grout injected.) : Epoxy PU - (Polyurethene) injection grout in concrete/RCC work of approvedmake
334	Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge.
335	Providing, mixing and applying bonding coat of approved adhesive on chipped/old portion of existing RCC as perspecifications and direction of Engineer-In-charge complete in all respect. : Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make
336	Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust freesteel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge :Bars upto 12 mm diameter
337	Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust freesteel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge :Bars above 12 mm diameter
338	Diamond Cutting of concrete slab with sutable dia of blade in true line and level, including labour, amchinery complete at all levelsup to a depth of 300mm including disposal of unserviceable material as directed by the Site Engineer.
339	Removal, dismantling and disposal of old shuttering / formwork left in position at site, from RCC structural members such as slabs, beams, columns, walls or any other locations, including all leads, lifts and incidental works, disposal of unserviceable materials outside the site as directed by the Engineer-in-Charge, including labour, tools & plants, safety measures, scaffolding complete as per specifications and directions of the Engineer-in-Charge.
340	Making good the existing chases made for conduits in brick masonry walls for 100mm to 150mm wide with cement mortar of 1:4, including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand)
341	Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete: Upto 5mm depth and 5 mm width
342	Grouting of Fire rated door frame (125x55mm) with cement mortar 1:4 (1 cement : 4 fine sand), filling using funnel through 16mm dia hole, cleaning the spilled grout material immediately after the the grouting operation etc., complete as per the directions of Engineer in Charge.
343	Filling the gap between door frame and wall up to 25mm gap with white cement based polymer modified self curing mortar, filling with trowel, cleaning the excess material spilled over door frame immediately after the work etc., complete as per the directions of Engineer in Charge.
344	Providing, supplying, transportation, assembling, testing and commissioning of prefabricated Sectional Modular Construction (SMC) panel type water storage tankof total capacity 25KL+5KL (two compartments), manufactured from food-grade SMC panels by hot press moulding process, suitable for potable water storage, including side, bottom, and top SMC panels of approved thickness, hot dip galvanized MS structural supporting framework including columns, beams, bracings, base channels etc., EPDM rubbergaskets suitable for potable water stainless steel bolt, nuts and washers, manhole cover with frame, internal and external ladder, inlet, outlet, overflow and scour connections with puddle flanges, vent pipe with mosquito proof SS screen level indicator arrangement, all required fittings, fixtures and accesories including transportation, loading, unloading, erection at site, testing complete in all respects as per technical specifications and as per the directions of Engineer in Charge. (Civil pedestal/RCC foundation shall be measured and paid separately in the relant items)
345	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth,dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
346	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.(a) With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
347	Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
348	Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge.At all levels : Concrete of DRLC grade with approved mix design cement content of 157 kg /cum, Brand : Dalmia Cement, OPC.Note: 1.Other brand cement can also be used with same cement content subjected to acheivment of required strength while trial test. 2.The available approved mix design report will be provided by AAI.
349	Providing and laying Pavement Quality Concrete (PQC) produced in a batching and mixing plant having a Characteristic flexural strength i.e. flexural strength of 4.1 MPa at 28 days using Ordinary Portland cement of 43/53 grade , to be mixed at site, with 0.5% Super plasticizer by mass of cementitious material, fine aggregate, graded stone aggregates of 40 mm nominal size in appropriate proportion as per specification and job mix formula, laid in panels as per drawings/design as approved by the Engineer-In-Charge using in manual method including anti friction layer, joint filler board, making necessary provision for expansion, dummy and construction joint including filling with Polysulphide sealant of approved make, curing and making profile, complete as per direction of Engineer-in-Charge and specifications. The item for execution shall include all operations making pavement for intended use but not limited to following:(i) Polyethylene sheetof thickness 400 micron conforming to IS: 2508 with 6mm thick fine sand layer.(ii) Providing and laying in position for expansion joint, 25mm thick pre-cut Synthetic joint filler board of approved make conforming to IS:1838(part 3)-2011, 45 mm from top (to be removed at the time of filling of Polysulphide sealant).(iii) Mechanically cutting dummy joints 3mm wide x 1/3rd thickness of slab which is subsequently widened to 10mm for the top 25mm depth and construction joints 10mm wide x 25mm deep as per specification.(iv) Providing and laying in position Polysulphide sealant of approved make conforming to BS-5212-1990 or IS: 11433-1995 in expansion/ construction / dummy joints including rounding off edges, applying 2 coats of approved primer compatible with the brand of Polysulphide and preparing the surface and applying masking tape along the edge of joint to prevent accidental spillage of sealant on top surface and to give neat finish to the sealant and removing the masking tape after application of sealant etc. as per the details below:(a) Expansion Joints of size 25 mm wide and 10 mm deep over 30mm dia expanded closed-cell Polyethylene foam back-up/backer rod of minimum density 22 Kg/Cum, as per manufacturer’s specifications and sketch at Appendix-‘A’ of Technical Specifications.(b) Construction/Dummy Joints of size 10 mm wide and 10 mm deep over 12mm dia expanded closed-cell Polyethylene foam back-up/backer rod of minimum density 22 Kg/Cum, as per manufacturer’s specifications and sketch at Appendix-‘A’ of Technical Specifications.At all levels : Concrete of PQC grade with approved mix design cement content of 370 kg /cum, Brand : Dalmia Cement, OPC.Note: 1.Other brand cement can also be used with same cement content subjected to acheivment of required strength while trial test. 2.The available approved mix design report will be provided by AAI.
350	Providing and laying in position for expansion joint, 25mm thick pre-cut Synthetic joint filler board of approved make conforming to IS:1838(part 3)-2011, 45 mm from top (to be removed at the time of filling of Polysulphide sealant), complete as per particular specifications and directions of Engineer-in-charge. (Note: Mode of measurement shall be length of joint multiplied by depth of filler board including precut portion.)
351	Providing and laying in position Polysulphide sealant of approved make conforming to BS-5212- 990 or IS: 11433-1995. In expansion/ construction / dummy joints including rounding off edges, applying 2 coats of approved primer compatible with the brand of Polysulphide and preparing the surface and applying masking tape along the edge of joint to prevent accidental spillage of sealant on top surface and to give neat finish to the sealant and removing the masking tape after application of sealant etc. complete as per direction of Engineer in- Charge & particular specifications. [Note: For purpose of payment, quantity (Length x Width x Depth) of Polysulphide sealant only will be measured.] :Expansion Joints of size 25 mm wide and 10 mm deep over 30mm dia closed-cell Polyethylene foam back-up rod, as per manufacturers specifications and sketch at Appendix-‘A’.
352	Providing and laying in position Polysulphide sealant of approved make conforming to BS-5212- 990 or IS: 11433-1995. Inconstruction / dummy joints including rounding off edges, applying 2 coats of approved primer compatible with the brand of Polysulphide and preparing the surface and applying masking tape along the edge of joint to prevent accidental spillage of sealant on top surface and to give neat finish to the sealant and removing the masking tape after application of sealant etc. complete as per direction of Engineer in- Charge & particular specifications. [Note: For purpose of payment, quantity (Length x Width x Depth) of Polysulphide sealant only will be measured.]: Construction Joints of size 10 mm wide and 10 mm deep over 12mm dia closed-cell Polyethylene foam back-up rod, as per manufacturers specifications and sketch at Appendix-‘A’. Dummy Joints of size 10 mm wide and 10 mm deep over 12 mm dia closed-cell Polyethylene foam back-up rod, as per manufacturer’s specifications and sketch at Appendix-‘A’.
353	Removal of existing expansion pad to required depth, removing rubbish, grit etc from the grooves of existing expansion joint of rigid pavement upto a depth of 45mm with suitable tools including air compressor to remove the loose particles, dust etc complete as directed by the Engineer in charge.
354	Mechanically cutting construction / dummy joints 3mm wide x 1/3rd thickness of slab which is subsequently widened to 10mm for the top 25mm depth and construction joints 10mm wide x 25mm deep as per specification and direction of EIC.
355	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
356	Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
357	Providing and applying 2.5 mm thick road marking strips (retro reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
358	Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge.
359	Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
360	Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications including lifting/supporting the griders with jack assembly of required capacity, chipping of existing pedestal if required and removal of existing bearing, removal of debris, recasting of pedestal etc., complete as per the direction of Engineer in Charge : 150 MT Capacity
361	Construction of Reinforced Earth Structure (RE Wall)(Balance works) including placement/erection of facia element, assembling , joining of facia elements, providing geotextile filter fabric and 600 mm thick filter media along the base and sides behind the facia wall, sealing of joints, EPDM Pad and geotextile etc. as per approved drawing, providing and laying in position reinforced techstrap elements etc. for providing a carriageway of 14.5m as per approved design & drawing including all materials, Labour, lead and lift, plants, machinery, complete as per directions of Engineer-in Charge complete in all respect as per approved design, MoRTH specification section 3100 and satisfaction to Engineer-In-Charge. (Note:The cost include, cost ofall material, Labour & plantrequiredas mentioned in item and any incidental additional requirements for execution of this item including alignment of all top panelsas per MoRTH specifications section 3100 and approved design shall also be treated as included in the item and nothing extra will be paid for such extra work), but excluding the cost of RCC facia element & friction slab which will be supplied by AAI. The following tentative quantity to be executed for completion balance works of RE wall structure.(i) Transportation of RCC facia element & erection at all levels of24 No. (Facia elements available at site)(ii) Supply and Filling of fly ash having tentative dimensions oflength 124 m, breadth - 13.9m, average depth of 0.21 m.(iii) Supply and filling of filter media having tentative dimension of 124m legth , breadth 0.6m and depth 0.7m(iv) Embankment with soil in layers with tentative dimensions of depth of 0.5m x 124m length (shall be paid seperately in the relevant item)(v) Providing and fixing of tech strap of various grades TS 30, TS 40, TS50, TS 60, TS 75 totalling to a tentative length of 8835m (vi) Erection and placing of tentative 243 nos Friction slab at proper line and level. (Friction slab material available at site)(vii) RCC Coping beam of tentative dimension 272m length ,180mm wide x 150mm (avaerage) depth including shuttering, reinforcement etc.(viii) PCC of grade 1:2:4 for friction slab bottom area of tentative dimensions 2.2m width , 280m length ,0.1m thick. (ix) M30 Cast in Situ RCCfor friction slab of 1 m width x 300 m length x 0.25m depth including shuttering, reinforcement etc.(Note: Agency has to verify the above details at site and quote the rate accordingly.The quoted rate shall be paid in full after sucessful completion of work in totality)
362	Supplying and stacking sludge at site including royalty at all leads complete (sludge measured in stacks will be reduced by 8% for payment).
363	Supplying and stacking at site dump manure from approved source, all leads complete (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm
364	Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
365	Plantation of Trees by digging pits of suitable size at site i/c watering and removal of unserveiceable material’s, filling pits with prepared manure soil (ratio 1:2, one part sludge plus two parts good earth by volume), transportation & mixing of soil improvement nutrients including manureas required in all pits, flooding with water, dressing including removal of rubbish & surplus earth if any with all leads and lifts, planting and stacking at all locations specified. Maintainance of plants for 6 months replacement of any dead & sickly plants i/c supply & spraying of insecticides, nutrients as required in this period from the date of completion as declared by Engineer in Charge.
366	Plantation of Shrubs by digging pits of suitable size at site i/c watering and removal of unserveiceable material’s, filling pits with prepared manure soil (ratio 1:2,one part sludge plus two parts good earth by volume), transportation & mixing of soil improvement nutrients including manureas required in all pits, flooding with water, dressing including removal of rubbish & surplus earth if any with all leads and lifts, planting and stacking at all locations specified.Maintainance of plants for 6 months replacement of any dead & sickly plants i/c supply & spraying of insecticides, nutrients as required in this period from the date of completion as declared by Engineer in Charge.
367	Plantation of hedge/ground cover by digging pits of suitable size at site i/c watering and removal of unserveiceable material’s, filling pits with prepared manure soil (ratio 1:2,one part sludge plus two parts good earth by volume), transportation & mixing of soil improvement nutrients including manureas required in all pits, flooding with water, dressing including removal of rubbish & surplus earth if any with all leads and lifts, planting and stacking at all locations specified.Maintainance of plants for 6 months replacement of any dead & sickly plants i/c supply & spraying of insecticides, nutrients as required in this period from the date of completion as declared by Engineer in Charge.
368	Providing and laying of lawn/grass turf with earth of 50mm to 60mm thickness on existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and then rolling the surface with light roller make the surface smoothen and light including mixing of earthand manure in ratio 2:1, waterning with sprinkler, scarify,rake and level as necessary to obtain true, even lawn surface, removing all foreign bodies, including Grading lawn areas to finish levels as indicated on grading plans. All lawn areas shall slope to drain. Where no grades are shown areas shall have asmooth and continual grade between existing or fixed controls (such as walks, curbs, catch basins,elevations at steps or building) and levels shown on plans. Grassingwith seedings of specified grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing. Maintainance of plants for 6 months replacement of any dead & sickly plants i/c supply & spraying of insecticides, nutrients as required in this period from the date of completion as declared by Engineer in Charge.
369	Complete maintenance existing horticulture and landscape facility of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, herbs, edge, flower beds, foliages, creepers etc. including hoeing pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required), top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by officer-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide and plants will be paid seperately and lawn mover and brush cutter with fuel & other T & P material/articles shall be provided by the contractor).A) Landscape area. (2.00 Acres=One Mali) As per yard stick.(Note: Maintenance of existing landscape work to be commenced from date of start of work)
370	Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge.
371	Providing & fixing of White River (Stone) Pebbles size of 2\" to 2.50\" dia in natural colour at site of work including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge.
372	Supply of Trees, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge :Caryota Urens
373	Supply of Trees, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Terminalia Catappa
374	Supply of Trees, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Bauhinia Balkeana
375	Supply of Trees, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Swietenia Mahagoni
376	Supply of Trees, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Albizia Lebbeck
377	Supply of Trees, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Peltophorum pterocarpum
378	Supply of Trees, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Grevillea Robusta
379	Supply of Trees, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Washingtonia filifera
380	Supply of Trees, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Terminalia mentaly
381	Supply of Trees, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Tabebuia Rosea
382	Supply of Trees, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Millingtonia hortensis
383	Supply of Trees, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Samanea saman
384	Supply of Trees, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Millettia Ovalifolia
385	Supply of Trees, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Plumeria Rubra
386	Supply of Trees, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Lagerstroemia
387	Supply of Trees, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Thevetia nerifolia flava
388	Supply of Trees, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Jacaranda mimosifolia
389	Supply of Trees, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Bambusa ventricosa
390	Supply of Trees, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Chamaedorea elegans
391	Supply of Trees, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Calathea lutea
392	Supply of Shrub, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge :Aglaonema dove
393	Supply of Shrub, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Alpinia zerumbet
394	Supply of Shrub, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Phorium
395	Supply of Shrub, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Zamia furfurcea
396	Supply of Shrub, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Ixora coccinea
397	Supply of Shrub, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Clerodendrum inerme
398	Supply of Shrub, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Galphimia glauca
399	Supply of Shrub, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Duranta erecta
400	Supply of Shrub, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Hymenocallis littoralis
401	Supply of Shrub, well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Hamelia patens
402	Supply of Hedge/Ground, Cover well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Alternathera bettzickiana red
403	Supply of Hedge/Ground, Cover well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge :Ophiopogon jaburan
404	Supply of Hedge/Ground, Cover well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge :Cuphea hyssopifolia
405	Supply of Hedge/Ground, Cover well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Dianella tasmanica variegata
406	Supply of Hedge/Ground, Cover well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge :Rhoeo spathacea compacta aurea
407	Supply of Hedge/Ground, Cover well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Wedelia trilobata
408	Supply of Hedge/Ground, Cover well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Alternathera bettzickiana green
409	Supply of Hedge/Ground, Cover well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge : Caladium sp
410	Supply of Hedge/Ground, Cover well developed, fresh and healthy in plastic bagsas per direction of the officer-in-charge :Epipremnum aureum
411	Providing and Displaying of potted plants in Fiber plastic (POLYPROPYLENE) pots in form of vertical gardening with provision of drip irrigation equipment, including providing natural Air Purifier Foliage Potted Plants i.e., installation of potted plants on vertical fence,provisioning vertical aluminium frame to install potted plants (pot size as required). The plants has to be maintained for 6 months from the date of completion of work as declared by the department
412	Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium qualty as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment.
413	Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium qualty as per grade 6063 T5 or T6 as per BS 1474,including25 micron anodic coating of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment.
414	Fabricating, testing, protection, installing and fixing in position semi (grid) unitizedsystem of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: (a) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional 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 seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers (b) 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. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge.Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section shall be paid for separately under relevant items under this sub- head. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. up to two decimal places. Note:-2. The following test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. (a) Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test, Tests to be conducted on site.(b)Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml
415	Providing, assembling and supplying vision glass panels (IGUs) comprising of hermeticallysealed 35.52 mm thik(minimum) laminated insulated high performance heat Strengthened glass (outerlite 6 mm high performance glass +1.52 mm pvb +6 mm clear glass +16mm air gap + 6 mm clear)panel units of size and shape as required and specified, comprising of an outerhigh perfomance heat strengthenedglass 6mm thick,of approved colour and shade with reflective soft coating on surface # 2 of approved colourand shade,1.52 mm clear PVB interlayer laminate with 6 mm clear heat Strengthened glass, an inner Heat strengthned clearglass 6mm thick , spacer tube 16mm wide, dessicants, including primary seal and secondary seal (structural/ silicone sealant) of 14 mmwidth 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 panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.(i) Coloured tinted high perfomance heat Strengthened glass 6mm thick substrate with reflective soft coating on face # 2,+1.52 pvb clear laminate+ 6 mm clear heat Strengthened glass + 16mm Air gap + 6mm innerlite Heat Strengthened clear Glass of approved make, all complete as per specification andto the satisfaction of Engg-in charge. (Glass Performance: VLT- 33%, Ext. Refl-10-20%, Int. Refl-10-20%, SHGC-0.20, SC- 0.24, Uvalue-1.5W/SqmK)
416	Providing, assembling and supplying vision glass panels (IGUs) for Fixed link bridge structure comprising of hermetically sealed 30 mm thik(minimum)insulated high performance heat Strengthened glass (outerlite 8 mm high performance glass+16mm air gap + 6 mm clear glass)panel units of size and shape as required and specified, comprising of an outerhigh perfomance heat strengthenedglass 8mm thick,of approved colour and shade with reflective soft coating on surface # 2 of approved colourand shade, an inner toughened clearglass of6mm thick , spacer tube 16mm wide, dessicants, including primary seal and secondary seal (structural/ silicone sealant) of 10 mmwidth 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 panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.(i) Coloured tinted high perfomance heat Strengthened glass 8 mm thick substrate with reflective soft coating on face # 2,+ 16mm Air gap + 6mm innerlite toughened clear Glass of approved make, all complete as per specification andto the satisfaction of Engg-in charge. (Glass Performance: VLT- 33%, Ext. Refl-10-20%, Int. Refl-10-20%, SHGC-0.20, SC- 0.24, Uvalue-1.5W/SqmK)
417	Providing, fabricating shadow box system of required size and shape, for fixing in the spandrel portion of the structural facade, in linear as well as curvilinear portions of the building by providing GI /aluminum sheet(1.5 mm thick) comprising super durable powder coating of 60-80 micron of approved shade cover with backed thermal insulation of rockwool of 80 kg/m3 density & minimum insulation 100 mm thick, conforming to IS: 8183 and BS: 3958 Part 5. The insulation layer shall be sandwiched between the sprandel aluminium back pan & RCC enclosed by top lid of GI flashing all complete as per scpecification and to the satisfaction of Engg-in charge.
418	Design supply & installation of suspended Spider Glazing system wihout findesigned to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 13.52 mm thick laminated clear toughened glass heldwith SS- 316 Grade Stainless steel stud assembly with routels . The ss stud with routelspanel fixed withbush assembly and shall be connected to steel structure(MS or SS as per requirement) , Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be installed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in Stainless steel U Channel of size (50x25x2mm) of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof.The rate shall include all , Engineering and shop drawing , labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting etc. but excluding the cost of glass panel & supporting MS or SS structural member and anchor faster . all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured.
419	Supply of Vision glass panels of 13.52mm Laminated glass comprising of 6mm thick clear toughenedglass + 1.52mm thick Clear pvbInterlayer + 6mm thick clear toughened glass.glass can be drilled, shaped, etc. as perrequirement. The laminated glass shall be assembled in the factory/workshop of the glass processor. Rate shall be including wastage and landing cost. all complete asper specification and direction of Engineer-in-Charge direction.
420	Supplyof Vision glass panels of 17.52mm Laminated glass comprising of 8 mm thick clear toughenedglass + 1.52mm thick Clearsentry Interlayer(or equivalent structural interlayer) + 8 mm thick clear toughened glass .glass can be drilled, shaped, etc. as perrequirement. The laminated glass shall be assembled in the factory/workshop of the glass processor. Rate shall be including wastage and landing cost. all complete asper specification and direction of Engineer-in-Charge direction.
421	Filling the gap in betweenfacade aluminium frame work upto 10 mm depth and 10 mm width by Providing,non-staining silicone weather sealent over baker rod of approved quality and makeall complete as per scpecification and to the satisfaction of Engg-in charge.
422	Supply, Providing, Fabricating, Assembling, erecting and placing in position Tubular Structure (terminal building Roof Trusses,facade support work etc.) consisting of tubular structure made fromMS built-up section :- plates confirming to IS 2062 Grade Yst 250,Tubular Structure:- made from Steel hollow sections, conforming to IS 1161/4923, Grade Yst 310,(for all thickness) in the profile shape as per drawings with special plate connector, pinion joints, Plates, hollow sections etc. using SAW/MMAW/MIG welding process with special plate connectors, pinion joints,welded joints, plates,nuts and bolts, hollow sections etc.and including transportation, cutting , threading, machining, leads and lifts upto all heights, tools and plants and necessary scaffolding etc. required for all operations involved to complete this work as per approved drawings.The tubular structure system with plate connectors, pinion joints, nuts and bolts etc. is to be provided.The complete structure shall be painted with epoxy primer of 75 micron DFT (lowVOC i.e. less than 250 gm/ltr),intermediate coat with micaceous iron oxide of100 micron DFT and finishing coat with two components high Gloss Acrylic Polyurethane Finish Paint of75 micron DFT(low VOC i.e. less than 250 gm/ltr) on steel work at all locations preparedby sand blasting and applied with airless spray in required DFT (dry film thickness) for each coat as per technical specifications and direction ofEngineer-in-Charge. The structural drawings shall be provided by AAI; however the contractor has to prepare shop drawings which have to be approved by Engineer-in-charge/PMC before start of work. The cost includes supplying, fabricating, erecting of structure including welding, sand blasting, scaffolding, cost of primer, intermediate coat andpolyurethane paint application etc. complete.(Please note that rate is inclusive of erection by cranes/ scaffolding or by any other means complete in all respects.)
423	Providing full welding length at joints/members/stiffenersof old executed structural Steel truss work as per drawingsin built up tubular (round, square or rectangular hollow tubes etc.) trusses at all heightwith scoffoldings etc., all complete as per specification and to the satisfaction of Engg-Incharge.
424	Supplying & fixing AluminiumComposite Panel (ACP) of FR A2 grade in cladding, in approved shape made out of ACP (Aluminium Composite Panel) sheet material comprising of aluminium skin of 0.5mm with KYNAR 500 based PVDF by double coat double bake method as per AAMA 2605 standards / FEVE based fluorocarbon paint finish on top + 3mm core comprising around 90% non-combustible mineral and balance virgin polymer + 0.5mm aluminium skin with mill finish/service coat at bottom. (Overall weight of ACP shall be 8.1 Kg/Sqm (+/-5%) ). Mild Steel hot dipped galvanized \"C\" brackets of minimum size 75mm x 50 mm x 6 mm with slot of 8mm x 15mm are fixed to the existing RCC columns / walls / structural steel members or any other backing surface. Aluminium hollow section (22 - 25 micron anodic coating) for Base frame work for ACP cladding is payable under the relevant aluminium item and shall be fixed to these brackets as per shop drwaings by using stainless steel bolts and nuts. Panel fixing shall be by cutting the composite panels to size, routed, corners notched and bend as per the dimensions specified. After the panels are bend aluminium cleats are fixed to the edge of the panels by using aluminium pop rivets. The panels are fixed to the framework by using stainless steel screws. The gap of 12mm or 16mm between the panels (both vertical and horizontal) are filled with closed cell polyethylene light weight backer rod of size 12mm x 20mm or 16mm x 20mm, weather proof non staining silicon sealant shall be used to fill the grooves, Non-Staining Weather sealant should have minimum tearing strength 4.0N/mm, shore A hardness 24 (ISO 868), joint movement capability +30% (As per ASTM C- 920), one part natural cure, sealent shall be DOW CORNING (DC-789) or equivalent etc., including erection of necessary scaffolding and dismantling of the same etc., as per the direction of Engineer in Charge.
425	Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately).
426	Providing and fixing single leaf alumnium frame door(upto 1200 mm wide x 2400 mm height) with 12 mm thick toughened glass for of approved brand and manufacture, including providing and fixing top & bottom pivot & floor spring with standard spindle and ss cover plate type fixing arrangement and making necessary holes etc. for fixing required door fittings and Hardware, Stile Door (40 x 75mm) package for door sizes upto 1600mm x 2800mm complete with all necessary accessories such as ,STILE DOOR GASKET FOR DOUBLE LEAF DOOR,Narrow stile dead lock ML NDL S 35mm backset small dead lock with strike plate and screws,GEZE (or equivalent)handle LH100 Escutcheon oval Prepared with mounting accessories,GEZE (or equivalent) CYLINDER EPC K35/K35 or equivalent, double cylinder in 70mm length with 3keys and fixing screws in SNP finish, H ype Stainless steel 304pull handle size 25 x 450mm C/C includes Stainless steel back to back fixing accessories for Glass door, TS 500NV - Floor spring with standard spindle, cement box & SS cover plate Closing force: EN 1-4, without hold open Tested according to EN 1154 etc. all complete as per as per specification and to the satisfaction of Engg-in charge.
427	Providing and fixing double leaf alumnium frame door(upto 3000 mm wide x 2400 mm height) with 12 mm thick toughened glass for of approved brand and manufacture, including providing and fixing top & bottom pivot & floor spring with standard spindle and ss cover plate type fixing arrangement and making necessary holes etc. for fixing required door fittings and HardwareStile Door (40 x 75mm) package for door sizes upto 1600mm x 2800mm complete with all necessary accessories such as STILE DOOR GASKET FOR DOUBLE LEAF DOOR,Narrow stile dead lock ML NDL S 35mm backset small dead lock with strike plate and screws,GEZE(or equivalent) handle LH100 Escutcheon oval Prepared with mounting accessories,GEZE (or equivalent) CYLINDER EPC K35/K35, double cylinder in 70mm length with 3keys and fixing screws in SNP finish, H ype Stainless steel 304pull handle size 25 x 450mm C/C includes Stainless steel back to back fixing accessories for Glass door, GEZE (or equivalent)TS 500NV - Floor spring with standard spindle, cement box & SS cover plate Closing force: EN 1-4, without hold open Tested according to EN 1154 etc. all complete as per as per specification and to the satisfaction of Engg-in charge.
428	Supply, Installation, Testing and Commissioning of Approved make Automatic Sliding Door System with clear opening upto 3000mm width x 2400mm heightsupplied with Intelligent Self-learning Micro-Controller Unit, DC Motor with Integrated Electro-mechanical Lock and gear assembly, Step-down transformers and power switch unit, Roller carrier assembly with Safety Anti-rise wheels, Automatic sliding track unit in Aluminium, Stainless Steel Running Track for Rollers, cover profile for track unit in Anodized aluminium finish, Concealed Glass clamping profile with hole preparation ensures positive glass holding, Digital device manager with several built in secured programmable functions which includes user setup modes such as AUTO/EXIT/LOCK/OPEN/MANUAL. Automatic operator activation by standard motion sensor and Safety of pedestrians ensured with Integrated Motion + Safety sensor. Automatic Operator tested as per International standards. Sliding Glass door shall be 13.52 mm thick ( 6mm thick Clear Toughened glass + 1.52mm PVB layer + 6mm thick Clear Toughened glass) with 40 mm wide stainless steel u beading of grade SS 304 with hole preparation to ensure safe and secure positive holding of glass. Price to include supply and installation of Automatic Sliding Door with laminated glass and transparent PVC profile seal for glass complete in all respect as per manufacture specification and satisfaction to Engineer In charge.
429	Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks)
430	Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.5 mm thick tapered edge gypsum moisture resistant board
431	Providing and fixing, in position concealed G.I. section for wall paneling using board of required thickness fixed on the \"W\" profile (0.55 mm thick) having a knurled web of 51.55 mm and two flanges of 26 mm each with lips of 10.55 mm, placed @ 610 mm C/C in perimeter channel having one flange of 20 mm and another flange of 30 mm with thickness of 0.55 mm and web of length 27 mm. Perimeter channel is fixed on the floor and the ceiling with the nylon sleeves @ 610 mm C/C with fully threaded self-tapping dry wall screws. Board is fixed to the \"W\" profile with 25 mm countersunk ribbed head screws @ 200 mm C/C., all complete as per the drawing & directions of engineer-in-charge, the joints of the boards are finished with specially formulated jointing compound and 48mm wide jointing tape to provide seamless finish. Tapered edge calcium silicate board made with calcareous & siliceous materials reinforced with cellulose fiber manufactured through autoclaving process to give stable crystalline structure with compressive strength 225 kg/ sq.cm, Bending strength 100 kg/sq.cm. 10 mm thick
432	Balance work of roof consiting with65/400 concealed fix self-supported Aluminium Standing Seam Roofing System manufactured from 01.0mm thick AA 3004 alloy (PVDF coated), installed in single length (no laps), with support aluminium clips alloy 6061 T6, 5mm polyamide thermal barrier pad, fixed with SS-304 screws. The complete system to be installed to accommodate thermal expansion & seismic movements etc and rates shall beinclusive of contraction /expansion joint provision as per requirement with all materials, labour, tools, scaffolding, complete in all respects,including fixing,seaming,allingment,watertightness and integration with existing completed worksas per specification and direction of Engineer in Charge.The roofing system compriging with following components: a) Top aluminium sheet 65/400 mm standing seam of minimum 1.0mm fixing with clipb) Insulation 150 mm Rockwool/Glass wool, min. density as specified, thermal conductivity 0.033 W/m²K achieving U-value 0.26 W/m²Kc)Top Hat Brackets of GI steel min 2mm thickness, fixed with stainless steel screwsd) Vapour Control Layer –Scrim reinforced Polyethylene film heavy duty typeproviding a minimum water Vapour resistance of 336MNs/g and water permeability of 0.61g/m2/day‖ having specific weight of 200 gsme) One layer of Cement Board 12 mm thick installed over GI bottom bracketf)Bottom Layer – Bare Galvalume/Zincalume sheet, TCT 0.50mm, AZ-150, Hi-strength steel min 550 MPa yield, fixed with self-drilling screws, accessoriesTotal scope of balance area is 2407sqmStatus of Balance work componentwise are detailed as under: a)Top aluminium sheet 65/400 mm standing seam of minimum 1.0 mm fixing -100%b) Insulation 150 mm Rockwool/Glass wool, min. density as specified, thermal conductivity 0.033 W/m²K achieving U-value 0.26 W/m²K- 100%c)st clips fixed with SS screws - 25%d)Top Hat Brackets of GI steel min 2mm thickness, fixed with stainless steel screws-5%e) Vapour Control Layer –Scrim reinforced Polyethylene film heavy duty type-5%providing a minimum water Vapour resistance of 336MNs/g and water permeability of 0.61g/m2/day‖ having specific weight of 200 gsm- 5%f) One layer of Cement Board 12 mm thick installed over GI bottom bracket- 5%g)Bottom Layer – Bare Galvalume/Zincalume sheet, TCT 0.50mm, AZ-150, Hi-strength steel min 550 MPa yield, fixed with self-drilling screws, accessories-NilNote: Balance components are indicative , contractor shall verify as per site. Any deviation in total quantity i.e 2407 sqm in the job of roof work shall paid on pro-rata basis on quoted rate.
433	Providing & fixing65/400 concealed fix Aluminium Standing Seam (PTB) Roof Sheet1.00 mm AA3004 alloy (PVDF coated), single length installation (no laps), with extruded aluminium clips 6061 T6 with thermal barrier pad, fixed with SS-304 screws.The complete system to be installed to accommodate thermal expansion & seismic movements etc.the complete system comprises following components (a) Top aluminium sheet 65/400 mm standing seam of minimum 1.00mm fixing with clip(b) Insulation 150 mm Rockwool/Glass wool, min. density as specified, thermal conductivity 0.033 W/m²K achieving U-value 0.26 W/m²K(c) Top Hat Brackets of GI steel min 2mm thickness, fixed with stainless steel screws(d) Vapour Control Layer – Scrim reinforced Polyethylene film heavy duty type providing a minimum water Vapour resistance of 336MNs/g and water permeability of 0.61g/m2/day‖ having specific weight of 200 gsm (e)One layer of Cement Board 12 mm thick installed over GI bottom bracket (f)Bottom Layer – Bare Galvalume/Zincalume sheet, TCT 0.50mm, AZ-150, Hi-strength steel min 550 MPa yield, fixed with self-drilling screws . rate shall beinclusive of contraction /expansion joint provision as per requirement with all materials, labour,machinery, tools, scaffolding all complete as per specification and direction of Engineer in Charge
434	Providing & fixing65/400 concealed fix Aluminium Standing Seam (forecourt area) Roof Sheet1.00 mm AA3004 alloy (PVDF coated), single length installation (no laps), with extruded aluminium clips 6061 T6 with thermal barrier pad, fixed with SS-304 screws.The complete system to be installed to accommodate thermal expansion & seismic movements etc.the complete system comprises following components(a) Top aluminium sheet 65/400 mm standing seam of minimum 1.00mm fixing with clip(b) Insulation 100 mm Rockwool/Glass wool, min. density as specified, thermal conductivity 0.033 W/m²K achieving U-value 0.26 W/m²K(c)Vapour Control Layer – Scrim reinforced Polyethylene film heavy duty type providing a minimum water Vapour resistance of 336MNs/g and water permeability of 0.61g/m2/day‖ having specific weight of 200 gsm(d) Bottom Layer – Bare Galvalume/Zincalume sheet, TCT 0.50mm, AZ-150, Hi-strength steel min 550 MPa yield, fixed with self-drilling screws . rate shall beinclusive of contraction /expansion joint provision as per requirement with all materials, labour,machinery, tools, scaffolding all complete as per specification and direction of Engineer in Charge
435	Providing & fixing of 65/400 self-supported Aluminium Standing Seam(upto 750 mm height)at roof . aluminium sheet shall be 1.00 mm thick AA 3004 alloy (PVDF coated), fixed with self drilling SS 304 screws of min 5.5 mm dia and 35 mm length. The complete system comprisesthe following components(a) Top aluminium sheet 65/400 mm standing seam fixedself drilling SS screws(b)One layer of Cement Board 12 mm thick fixed to supporting structure with ss screw (c) Bottom Layer – Bare Galvalume/Zincalume sheet, TCT 0.50mm, AZ-150, Hi-strength steel min 550 MPa yield,fixed with self drilling ss 304screws etc.all complete as per specification and direction of Engineer in Charge.
436	Designing, Supplying & Fixing Roof Hatch System of single leaf hatch opening size 914mm × 914mm, fabricated from Aluminium mill finish, including supporting equipment ladder / elevated work platform / lifting tool / scaffolding, roof access arrangement, water-tight construction, fully insulated and EPDM gasket for energy efficiency, lift-assisted smooth one-hand operation with flashing system, complete with all accessories and installation as per specification and direction of Engineer in Charge.
437	Supply and installation of approved make safe walkway systemmade ofFRP/UPVC(minimum width 500mm) over the roof on standing seamprofile with seam to seam distance of 400 mm fixed with SS316 brackets, aluminium 6063/T6 seam clips, SS316 fasteners, adjustable 0–45°, complying with EN 516,The rate includes supporting equipment such as Ladder/Elevated Works Platform (EWP) /Lifting tool/Scaffolding etc.complete with all required access equipment asper specification and direction ofEngineer-in-Charge..
438	Supplying & fixing ofSTEP Walkway system of approved make. The Adjustable steps are made of aluminium alloy /UPVC/FRP. The system consists of progressively adjustable 2 aluminium brackets.Size of step – 460 X 250 mm minimum and3 steps minimum per running meter, Minimum Angle Adjustment of brackets – 0 to 45 degrees. The system to be tested and certified to EN 516.The rate is including supporting equipment such as ladder/elevated works platform (EWP) /Lifting tool/Scaffolding etc. and as per Technical Specifications. The complete system shall be planned, designed and fixed at site to cater all along the roof periphery like exhaust fan, louvers, skylights and gutters of the roof etc. complete all, as per the direction of Engineer-in charge.
439	Supply and installation of approved make fall arrest/protection system over standing-seam profile roof (seam spacing 400mm), consisting of horizontal lifeline with shock-absorbing SS316 marine grade anchorage posts (extremity, intermediate & corner), 8mm dia SS316 wire rope (7×7 construction) with tension indicator, stainless steel cable termination (minimum 3 swages), shock absorber, tensioner, anti-pendulum feature, carriageway trolley for free movement, CE marked & tested as per EN 795 Type-C:2012 and TS16415, suitable for minimum 3 users simultaneously, corrosion resistance minimum 1000 hours test, complete with Ladder/EWP/Lifting Tools/Scaffolding and all installation accessories as per specification and direction of Engineer-in-Charge.
440	Supplying and providing Self-Rescue Device (SRD) consisting of harness with self-rescue system enabling controlled descend to ground in event of fall, constructed using Polyester webbing, Aluminium body, Kernmantle rope of Dyneema/Aramid, tested for static and dynamic performance as per EN 361:2002 and EN 341:2011 Type 1 Class D, suitable for use with fall protection lifeline system, complete with all standard accessories as per specification and direction of Engineer-in-Charge.
441	Supply, fabrication and fixing offlashings at double skin standing seam roof system. by usingmin 0.90 mm thick Aluminium sheet (matching top sheet specifications) and0.50 mm thick AZ150 Galvalume/Zincalume sheet (matching bottom sheet specifications) , maximum girth 578 mm, formed as per profile, including compatible stainless-steel fasteners, sealants, and accessories, installedto accommodate thermal movement,all complete as per specification, drawings and direction of Engineer-in-Charge.
442	Providing, fabricating and fixing Aluminium Gutter Assembly of 2.0 mm thick Aluminium Alloy AA1100 / AA1200, maximum girth 1800 mm, including EPDM expansion joints every 6 m, 200 mm dia down take spout at every 8.5 m length, factory-made accessories and site welding at joints, with bottom pre-coated Galvalume 0.50 mm sheet, 150 mm thick stone wool insulation (60 kg/m³ density), Galvanized steel Z-girt 1.5 mm, and vapour control layer of double-sided aluminium foil, all fully supported as per detailed drawings ensuring watertight installation and finished to match roofing system, complete in all respects as per specification and Engineer-in-Charge direction.
443	Providing & Fixingof Internal Glazing/partition system upto 2800/3200 mm high 13.52 mm clear laminated toughened glass pannel partitionwith butt joints(upto 10 mm gap) between glasses,glass panel top and Bottom mounted in stainless steel 304 grade channel section(minimum 2.5 mm thick) to suit the glass pannel thickness concealed in false ceiling and supported by suspended painted MS/GI support fixed to RCC/steel structure with SSanchor screw. bottom mounted U channel fixed to RCC slab/floor with SSanchor fasteners/screw countersink to rout out the hole,two approved setting blocks of required thickness under each panel are placed both as a cushioning and leveling device ,all groove to be filled with non staining Weather silicone sealent of approved make and shade withstrip of masking tape ,also cap bead to beapplied to the inside & outside top edge of the channel where it meets the glass,rates shall be inclusive of,rcc slap/floor cutting,drilling holesscaffolding ,erection & dismantling cost but excluding of glass panel and supporting paint finish MS/GI steel work . all complete as per specification and satisfaction of Engg-incharge. Note :Glass pannel and supporting MS/GI shall be paid seperatly under relevent item.
444	Providing & Fixingof Internal Glazing/partition system for 2.4 meter high 13.52 mm clear laminated toughened glass pannel partition with butt joints(upto 10 mm gap) between glasses.panel partition fitted with 2 points ss studfixed to the 12 mm thick stainless steel profiled plate of height 2250 mm .profile plate shall have175 mm width at top and370 wide at bottom(upto 950 mm height) with brush finish ss 304 grade and spaced upto 2000 mm c/c.,profile ss plates fixed to RCC slab / floor using mild steel galavanised base plate of minimum 18 mm thickwith anchor fasteners (min M16X100 mm). panel groove to be filled with transparent non staining Weather siliconeof appoved make withstrip of masking tape etc.rates to be measured as per glass area per sqm and inclusive of, cutting slab/floor ,drilling holes ,scaffolding ,erection & dismantling cost etc but excluding of glass pannels. all complete as per specification and satisfaction of Engg-incharge. Note: Glass pannel to be paid seperatly under relevent items
445	Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm ofapproved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance ≥ 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire erformance as per (BS 476 pt - 6 &7)in true horizont al level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge.With 16 mm thick beveled tegular mineral fibre Anti-microbial false ceiling tile conforming to ISO 5 (class 100 ) specifications.
446	Supply and installation ofTranslucent Fabric in false ceiling(upto 1500 mm width and required lenght) and in column cladding (upto 2000 mm height in truncated cone shaped)made from 100% polyester knitted fabric, PVC-free and recyclable, with an approximate weight of 205 g/m² and material thickness of approx. 0.36 mm. Fabric shall be supplied in widths of 155 / 252 / 310 / 505 cm (other widths available on request) and shall provide approx. 35.7% light transmission (DIN EN 410), whiteness 93.7 (DIN 5033-1), and colour fastness rating 5 (DIN EN ISO 105-B02). The product shall meet fire classification B-s1, d0 as per DIN EN 13501-1.The material shall be compatible with UV and Dye-sub printing technologies and finished with cold/ultrasonic-cut edges. Installation shall include complete cutting, stretching, tensioning, trimming, and finishing on approved clamping profiles to achieve a seamless and uniform illuminated surface.The fabric shall carry the following certifications: OEKO-TEX®️ Standard 100, ensuring human-ecological textile safety; and the Material should be PVC-Free & Recyclable Material Compliance as declared by the manufacturer.rates shall be measured in per sqm area and inclusive of all labour, tools, gripper profiles, fasteners, consumables, and accessories required for the complete execution of the stretch-fabric system are included in the scope.” Supply and installation ofclamping profile made of extruded PVC with flexible inner lip, having dimensions 30 mm height × 15 mm width. The work includes providing the required perimeter gripper profile, cutting, fixing, alignment, screws, plugs, and complete installation to receive the stretch fabric. All labour, materials, accessories, and finishing necessary to complete the profile system in all respects are included.(a) Supply and Installation of LED Type- MLS/Bridgelux/ OSRAM -SMD 2835 LED Spacing/Pitch-143mm, LED \"s per meter-8LED/mtr, Bean Angle -170 Degree, Color Rendering Index (CRI)- 80/90 Luminous Flux per watt-140-150, LED Wattage per meter-8W, Input Wattage per meter- 10W Input Voltage -24V, Ingress Protection - IP20, Environment - Indoor, Size-17mm x 1.2mm Colour Temperature: 3000K/4000K/6000K LENS SPECIFICATION Application-SMD 2835-Use for LED Panel / Ceiling Light/ Lighting Box, Material - Optical PMMA 8N, Light Efficiency -93 % Outline-14.3mm * 4.96mm, Beam 170 DEG, DESC -Aspheric Design, Temp-35-95c, Environment-SGS ROHS LPV, OD Height-30mm Non Dimmable Drive of Osram Make Manufacturer Warranty - 3 Years (b)LED RIGID BAR FOR STRETCH CEILING: Supply and Installation of LED Type- MLS/Bridgelux/ OSRAM -SMD 2835 LED Spacing/Pitch-143mm, LED \"s per meter-8LED/mtr, Bean Angle -170 Degree, Color Rendering Index (CRI)- 80/90 Luminous Flux per watt-140-150, LED Wattage per meter-8W, Input Wattage per meter- 10W Input Voltage -24V, Ingress Protection - IP20, Environment - Indoor, Size-17mm x 1.2mm Colour Temperature: 3000K/4000K/6000K LENS SPECIFICATION Application-SMD 2835-Use for LED Panel / Ceiling Light/ Lighting Box, Material - Optical PMMA 8N, Light Efficiency -93 % Outline-14.3mm * 4.96mm, Beam 170 DEG, DESC -Aspheric Design, Temp-35-95c, Environment-SGS ROHS LPV, OD Height-30mm Non Dimmable Drive of Osram Make Manufacturer Warranty - 3 Years
447	Supply and installation of non-perforated 300 mm wide (Exterior grade) linear metal false ceiling system of approved make with approved color at all height consisting of panel 300 mm wide x 30mm deep x 0.70 mm thick with bevelled edge,Supply and installation of non-perforated 300 mm wide (Exterior grade) linear metal false ceiling system of approved make with approved color at all height consisting of panel 300 mm wide x 300 deep x 0.70 mm thick with bevelled edge, panel length upto 6 mtr, coil coated on a continuous Paint Line, Double baked and roll formed from enamelled corrosion resistance aluminum alloy AA3005(AI.Mg) for higher strength and good roll forming characterstics. Panel shall be clipped to a baked enamelled aluminium panel carrier of 41.5mm wide x 62mm deep x0.95mm thick in standard length of 5 metre made of double based enamelled aluminium alloy AA5050 (AI.Mg) with cut outs to hold the panels in a module of 300m closed at a distance 2.4mtr. Panel carrier shall be suspended as per the approved drawing all complete as per specification and direction of Engineer-in-Charge direction. Note: Exterior bracing of cold-rolled steel of required size and profile to be fixed and paid seperatly as required to withstand the wind load.
448	Supply and installation of non-perforated 300 mm wide (interior grade ) linear metal false ceiling system of approved make with approved color at all height consisting of panel 300 mm wide x 30 deep mm x 0.70 mm thick with bevelled edge, panel length upto 6 mtr, coil coated on a continuous Paint Line, Double baked and roll formed from enamelled corrosion resistance aluminum alloy AA3005(AI.Mg) for higher strength and good roll forming characterstics. Panel shall be clipped to a baked enamelled aluminium panel carrier of 41.5mm wide x 62mm deep x0.95mm thick in standard length of 5 metre made of double based enamelled aluminium alloy AA5050 (AI.Mg) with cut outs to hold the panels in a module of 300m closed at a distance 2.4mtr. Panel carrier shall be suspended as per the approved drawing all complete as per specification and direction of Engineer-in-Charge direction.
449	Supply and installation of perforated 300 mm wide linear metal false ceiling system of approved make with approved color at all height consisting of panel 300 mm wide x 30mm deep x 0.70 mm thick with bevelled edge, panel length upto 6 mtr, coil coated on a continuous Paint Line, Double baked and roll formed from enamelled corrosion resistance aluminum alloy AA3005(AI.Mg) for higher strength and good roll forming characterstics. Panel shall be clipped to a baked enamelled aluminium panel carrier of 41.5mm wide x 62mm deep x0.95mm thick in standard length of 5 metre made of double based enamelled aluminium alloy AA5050 (AI.Mg) with cut outs to hold the panels in a module of 300m closed at a distance 2.4mtr. Panel carrier shall be suspended as per the approved drawing all complete as per specification and direction of Engineer-in-Charge direction.
450	Providing and fixing torsion spring tile Ceiling to external area comprising tile of 600mm wide and 600mm long manufactured out of 0.7mm thick Aluminium Alloy 3105 perforated 1.8mm dia. The metal ceiling panels shall be downward accessible with a minimum of four (4) torsion springs per panel. Torsion Spring panel with two side legs die formed and two end legs die formed and punched to receive torsion springs (min two springs each end or side) for secure engagement into main runners which are factory punched to receive torsion springs. Planks will be square edged. The Plank shall be Polyester powder coated in desired colour with minimum coating thickness ranging from 60‐80 microns. The main carrier shall be made from minium 1.0mm G.I. sheet in shape size of 30x47 mm with black colour coated. carrier shall be suspended by mean of 6mm dia threaded rod and with d as per the approved drawing all complete as per specification and direction of Engineer-in-Charge direction. Note: Exterior bracing of cold-rolled steel of required size and profile to be fixed and paid seperatly as required to withstand the wind load.
451	Providing and fixing Aluminium coil coated on countinuous paint line, U baffle ceiling consisting of panel size 50 mm width x 100mm deep using 0.70 mm thickness at 150 mm c/c with both close ends , panel length up to 4 mtr made from corrosion resistance Aluminum alloy AA 3105 for higher strength end good roll forming characteristics. Baffle pnales shall be coil coated of approved shade on a continous paint line. The coils to go through stages of pre-treatment, Min two times baked through conversion coating, priming and finish coat ensuring superior adhesion, high corosion resistance and good colour stability, inside surface to have a primer of 5 micorns and a coat of Gray colour of 5 microns, exposed surface to have a primer of 5 microns, binder of 5 microns and topcoat of approved colour of 15 microns. Baffle Ceiling shall be mounted on slotted galvanized angle of minimum 1.00mm thick black colour coated. Baffle grid shall be suspnded and supported by minimum 6mm dia threaded suspnders at a distance of 400mm from the edge and 1200mm c/c maxImum spacing Baffle fixing brackets shall be used to keep the ceiling in correct place for the levelling purpose. rate shall include for all materials, labour ,tools scaffolding and equipment complete with all respect for suspended false ceiling at all heights .all complete as per specification and direction of Engineer-in-Charge direction.
452	Providing and installing perforated aluminum tile clip in ceiling made from 0.7 mm thick aluminum sheet, chromated and finished with polyester electrostatic paint, of size 600 × 600 mm, with acoustic in-fill of rock wool / fiberglass insulation (25 kg/m³) sealed in polythene bag, including resizing of insulation for cut tiles at periphery, system shall include proprietary suspension grid, tiles clamped to tee-bars fixed to primary channels at maximum 1500 mm centers, suspended using proprietary clips and threaded suspension rods, including all galvanized clips, hardware, perimeter trims, edge moldings, access panels, and additional supports / stiffeners around lights, AC grills, and service cutouts as required. Work includes shop drawing preparation, alignment to grid lines, coordination with services, protection, cleaning, and replacement of damaged components. rate shall include for all materials, labour ,tools scaffolding and equipment complete with all respect for suspended false ceiling at all heights .all complete as per specification and direction of Engineer-in-Charge direction.
453	Providing and fixing of highly durable decorative translucent glass finish vinyl film. It should come with pressure sensitive, acrylic and permanent adhesive. The frosted crystal film should have thickness of approx. 4.7 mils (120 microns). The liner of the film should be silicone-coated polyester with thickness of approx. 3.5 mils (89 microns). The film should have adhesion strength of 18N/25mm on glass / polycarbonate / acrylics after 24 hours of application. The tensile strength of frosted crystal film should be 15N / 25mm at 23°C. When used in interior applications on glass, products should have Class A rating as per ASTM E84 (as defined by NFPA 101 “Life Safety Code”). The film should be compliant as low emitting per CA Specification 01350, tested per CDPH Standard Method V1.1-2010. The film should have shading co-efficient of 0.82, solar heat reflectance of 10%, transmittance of 64% and absorbance of 26%. It should have 12% visible light reflectance, 72% visible light transmittance and 20% UV transmittance. Frosted crystal glass finishes should give the uniform appearance with a frosted or etched sparkle effect and suitable for interior and exterior glass surfaces. The crystal glass finishes should be used only on glass, acrylic, polycarbonate surfaces. This film can be plotter cut in as per customized designs or can be printed on multiple printing platforms like Latex or UV. The film should have warranty of 15 years for non-perimeter glass and 5 years for perimeter glass (no warranty will be applicable on printed product). complete in all respects asper specification and direction of Engineer-in-Charge direction.
454	Providing and fixing of high quality graphic non-PVC film of thickness not more than 60 Microns for Exterior texured wall graphics. The Adhesive of the film should be a Grey colored pigmented adhesive and it shall stick, without the use of an activator such as solvents or heat. The adhesive of the film should be a pressure activated adhesive providing repositionability and has non-visible air release channels to provide a bubble free application The film should be certified as Green Guard Gold by the Underwriters laboratory. The liner of the Film should be a high-quality paper liner which has a polyethylene coating on both sides to provide excellent lay flatness while converting. The Graphic film should not contain any Heavy metals in its construction and should be compliant with the limits of RoHS Directive 2002/95/EC and its Subsequent amendments. The Film should not contain at greater than 0.1% by weight a Substance of Very High Concern (SVHC) substance identified according to Article 59 of REACH. The film should have fire retardant properties and should have a category of 1 A when tested as per ASTM E 84 standard of flammability testing. The Film should be compliant with EN 13501 for Flame retardancy and should have a minimum Category of “B” under Fire behavior, “ S” under smoke and “D0” for burning. The name of the manufacturer / brand should be clearly displayed on the liner. The film should be printed using a recommended printing platform, applied with a suitable overlaminate film for protection and then installed. The surface preparation and the application should be done using manufacturers recommended procedures and the warranty should be provided by manufacturer directly. Printing on face material must be done with Latex Wide Format Digital Printer with GREENGUARD / GREENGUARD GOLD Certified Inks or UV Wide Format Digital Printer with GREENGUARD / GREENGUARD GOLD Certified Inks only. Ink Layer should not peel, crack from base substrate used in the intended print application.The entire print construction must be protected with compatible high-quality non-PVC matte overlaminate which is also phthalate and halogen free for use in indoor and outdoor applications. Use of over-laminate is mandatory to protect the print from fading with high conformability to take shape of textured surface of wall. The thickness of the over lamination film should be min 0.05 mm without adhesive. The over lamination film should also comply with the ASTM E 84 standard and meet requirement of Class I (A) and smoke developed rating of less than or equal to 450. Overlaminate should have good chemical resistance property and should resists mild alkalis, mild acids, and salt. It should show excellent resistance to water (does not include immersion) and should resists occasional fuel spills.The edge sealing material should be clear acrylic / alkyd / PU resin or an approved clear tape that will be applied on all the overlap joints of the film and the ends / edges of the film with at least 4 mm footprint covering 2 mm on both the exposed edge.complete in all respects asper specification and direction of Engineer-in-Charge direction.
455	Providing and fixing of high quality graphic PVC based film of thickness not more than 60 Microns. The Adhesive of the film should be a Grey colored pigmented adhesive and it shall stick, without the use of an activator such as solvents or heat. The adhesive of the film should be a pressure activated adhesive providing repositionability and has non-visible air release channels to provide a bubble free application The film should be certified as Green Guard Gold by the Underwriters laboratory. The liner of the Film should be a high-quality paper liner which has a polyethylene coating on both sides to provide excellent lay flatness while converting. The Graphic film should not contain any Heavy metals in its construction and should be compliant with the limits of RoHS Directive 2002/95/EC and its Subsequent amendments. The Film should not contain at greater than 0.1% by weight a Substance of Very High Concern (SVHC) substance identified according to Article 59 of REACH. The film should have fire retardant properties and should have a category of 1 A when tested as per ASTM E 84 standard of flammability testing. The Film should be compliant with EN 13501 for Flame retardancy and should have a minimum Category of “B” under Fire behavior, “ S” under smoke and “D0” for burning. The name of the manufacturer / brand should be clearly displayed on the liner. The film should be printed using a recommended printing platform, applied with a suitable overlaminate film for protection and then installed. The surface preparation and the application should be done using manufacturers recommended procedures and the warranty should be provided by manufacturer directly. Printing on face material must be done with Latex Wide Format Digital Printer with GREENGUARD / GREENGUARD GOLD Certified Inks or UV Wide Format Digital Printer with GREENGUARD / GREENGUARD GOLD Certified Inks only. Ink Layer should not peel, crack from base substrate used in the intended print application.The entire print construction must be protected with compatible high-quality PVC matte overlaminate which is also phthalate and halogen free for use in indoor and outdoor applications. Use of over-laminate is mandatory to protect the print from fading with conformability to take shape of surfacewall. The thickness of the over lamination film should be min 0.05 mm without adhesive. The over lamination film should also comply with the ASTM E 84 standard and meet requirement of Class I (A) and smoke developed rating of less than or equal to 450. Overlaminate should have good chemical resistance property and should resists mild alkalis, mild acids, and salt. It should show excellent resistance to water (does not include immersion) and should resists occasional fuel spills.The edge sealing material should be clear acrylic / alkyd / PU resin or an approved clear tape that will be applied on all the overlap joints of the film and the ends / edges of the film with at least 4 mm footprint covering 2 mm on both the exposed edge.complete in all respects asper specification and direction of Engineer-in-Charge direction.
456	Supplying, installing, testing and commissioning of Facade Access Monorail System of approved make comprising Aluminium Alloy C-130 track profile, T-6 tempered, for horizontal traversing along building façade for cleaning and maintenance, designed to supporttwo-person suspended platforms, complete as per EN 1808, as per approved drawings .The system shall include MS support brackets, hot-dip galvanized to 80–100 microns, fixed at required spacing (approximatly 2.0–2.5 m) , face/soffit mounted and anchored to steel structure usingSS-304 (A2-70) hex bolts, nuts and washers. motorized rollers to be fixed within the aluminium track for enhanced curve mobility and horizontal bends, suitable for rigging and de-rigging of suspended cradle.The monorail system shall be capable of suspending a two-man power cradle of 240 kg SWL with all safety features; winches of European make (Power Climber – Belgium) or approved equivalent (cradle and winches shall be paidseparately under relevent item).Including all materials, scaffoldings if required ,fittings, erection, alignment, testing, commissioning, labour, tools, tackles and safety measures, all complete as per specification and to the satisfaction of Engg-incharge.
457	Providing, supplying, installing, testing and commissioning Two-Man Power Cradle for façade access, having approximate overall dimensions 2.3 m (L) × 1.1 m (H) × 0.7 m (W), complete in all respects.The cradle shall be of all-steel welded construction with aluminium chequered plate flooring, comprising hollow box section frame to the front portion, shot blasted, zinc flame sprayed after fabrication and finished with calcium plumbate / zinc chromate primer, one undercoat and one gloss coat of approved paint. PVC-covered foam buffers to be fixed to the leading edge and two return sides at floor level, and castors at base for ease of transfer.The cradle shall be equipped with a pair of electrically powered hoisting winches, each complete with interlocked over-speed safety device, suitable for hoisting speed of approx. 8.5 m/min, and complete with 8 mm dia, 6×19 galvanized wire ropes, power supply cable from roof to cradle and all safety accessories.rates shall be inclusive of 24 month AMC after handing over with all materials, scaffoldings,fabrication, erection, testing, commissioning, labour, tools, tackles and safety provisions, complete and ready for operation, as per approved drawings and directions of Engineer-in-Charge.
458	Supply and Installation of skylight system of approved make, a complete assembly of extruded cellular structure UV protected polycarbonate panels incorporated into a complete system. Co‐extruded UV protected polycarbonate panel system of minimum 18 mm thickness with panel width of 1050 ‐ 1250 mm to ensure best performance for wind uplift, vibration, oil canning and visual appearance. Panels shall be manufactured with vertical standing seam with standing seam height of 10 ‐ 15mm at both sides of the panel. Panels shall be of Softlite / antiglare type to prevent glare. Panels shall be fixed on Purlins with continuous twinwall aluminium spacer and HD, polycarbonate U connectors . Continuous twin wall aluminium spacer will be secured on MS Structure with self‐drilling screws to ensure a pull out load of min. 21000N (21KN) tested as per ISO 6892:1998 and IS 1608:2005.
459	Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick & 15 mm dia , at a staggered pitch of 200mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per direction of Engineer in-charge.Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron)
460	Providing ,fixing and tightening ofnuts and bolts of high tensile strenght of minimum 10.9 grades having black phosphate coating in bolted connection joints ofexisting (old work) trusses at all height . the Bolts should be as per IS 3757/ IS 4000. including washers of required thicknessall complete as per specification and to the satisfaction of Engg-Incharge:Size M24 mm x 100 mm
461	Providing ,fixing and tightening ofnuts and bolts of high tensile strenght of minimum 10.9 grades having black phosphate coating in bolted connection joints ofexisting (old work) trusses at all height . the Bolts should be as per IS 3757/ IS 4000. including washers of required thicknessall complete as per specification and to the satisfaction of Engg-Incharge. Size M16 mm x 65mm
462	Providing and fixing of an additional supports / stiffenersframing of aluminium around lights, AC grills, and service cutouts as requiredwith necessary accessories in already executed(old) and newly installed600x600 mm clip in tile ceiling at all height , complete as per specification and to the satisfaction of Engg-Incharge.
463	Repairing and re-fixing of existing 600x600 mm Alluminium or Mineral tile ceilings work , including realignment of tile gridto achieve perfect line, level and uniform spacing , rectification of of damaged or bend tiles, tightning of hangers and suspension system as required, and making the ceiling true to line and level complete in all respects as per site conditions and satisfaction of Eingineer-in-charge.All Repairing work shall be delivered sound and clean. The Contractor shall protect the false ceiling until handling over of the building and shall clean, at all height , complete to the satisfaction of Engineer-In-charge.
464	Removaland re-fixing of damaged12 mm thick gypsum board ceilings work , includingto achieve perfect line, levelwith different type adjacent ceiling, tightning of hangers and suspension system as required, if required , and making the ceiling true to line and level complete in all respects as per site conditions and satisfaction of Eingineer-in-charge.All repair work shall be delivered sound and clean. The Contractor shall protect the false ceiling until handling over of the building and shall clean, primer and plastic emulsionpaint , remove and replace units which are defective, damaged or improperly installed at all height , complete to the satisfaction of Engg-Incharge.
465	Repairing and re-fixing of existing baffle ceiling , including realignment of baffles to achieve perfect line, level and uniform spacing , rectification of of damaged or bend baffles, tightning of hangers and suspension system as required, and making the ceiling true to line and level complete in all respects as per site conditions and satisfaction of Eingineer-in-charge.All Repairing work shall be delivered sound and clean. The Contractor shall protect the false ceiling until handling over of the building and shall clean, at all height , complete to the satisfaction of Engineer-In-charge.
466	Providing, fabricating and fixing Double Skin Insulated Aluminium Composite Panel (ACP) Cladding system, comprising two bent ACP(A2 grade) sheets fabricated as tray panels with 100 mm thick stone wool insulation of 80 kg/m³ density sandwiched in between, fixed on Aluminium hollow section (22 - 25 micron anodic coating) for Base frame work for ACP cladding is payable under the relevant aluminium item and shall be fixed to brackets, includingcleats, anchors and fasteners, complete in all respects. The stone wool insulation shall be EUCEB certified (non-carcinogenic), non-combustible Class A1 as per EN 13501-1, melting point above 1000 °C, thermal conductivity 0.033 W/mK, NRC 1.00, UL 723/ASTM E84 approved with FSI & SDI = 0, water absorption ≤0.5 kg/m², water vapour absorption <0.04%, chloride content ≤10 ppm, recovery after compression ≥95%, rot-proof, vermin-proof and free from CFC/HCFC/HFC, achieving U-value approx. 0.34 W/m²K. Panels shall be fixed as per ACP specification complete with all necessary stiffeners, trims, flashings, , backing rods, sealants, expansion joints, cut-outs and edge finishes, including scaffolding, handling, testing and protection, installed strictly as per approved shop drawings and directions of Engineer-in-Charge,.Mode of measurement shall be per sqm of finishedoutter face cladding area only. and the rate inclusive of All materials, labour, fabrication, fixing, accessories and incidentals required for completion.The gap of 12mm or 16mm between the panels (both vertical and horizontal) are filled with closed cell polyethylene light weight backer rod of size 12mm x 20mm or 16mm x 20mm, weather proof non staining silicon sealant shall be used to fill the grooves, Non-Staining Weather sealant should have minimum tearing strength 4.0N/mm, shore A hardness 24 (ISO 868), joint movement capability +30% (As per ASTM C- 920), one part natural cure, sealent shall be DOW CORNING (DC-789) or equivalent etc
467	Providing, drilling and fixing chemical anchor bolts(with nut and washers) by drilling holes of required diameter and depth through existing RCC circular columns (up to 1100 mm diameter) at all heights, using rotary hammer / diamond core drilling machines, cleaning the holes by compressed air and wire brush, injecting approved chemical anchoring compound (Hilti HY-200 R or equivalent) and fixing high-strength threaded anchor rods M30 and of required length up to 1300 mm, Grade 8.8, including scanning of reinforcement with Hilti PS 1000 or equivalent machine if required, centering, alignment, temporary support, tightening, testing if required, all complete as per manufacturer’s recommendations, approved drawings, and directions of Engineer-in-Charge. The installation shall be carried out only by the chemical anchor manufacturer or their authorised representative, including all tools, consumables, labour, scaffolding, leads & lifts, safety measures, and incidentals, complete to the satisfaction of Engg-Incharge.
468	Providing, drilling and fixing chemical anchor bolts(with nut and washers) by drilling holes of required diameter in existing RCC circular columns at all heights, using rotary hammer / diamond core drilling machines, cleaning the holes by compressed air and wire brush, injecting approved chemical anchoring compound (Hilti HY-200 R V3 or equivalent) and fixing high-strength threaded anchor rods M20 and embedmentlength up to 267 mm, Grade 8.8, including centering, alignment, temporary support, tightening, testing if required, all complete as per manufacturer’s recommendations, approved drawings, and directions of Engineer-in-Charge. The installation shall be carried out only by the chemical anchor manufacturer or their authorised representative, including all tools, consumables, labour, scaffolding, leads & lifts, safety measures, and incidentals, complete in all respect to the satisfaction of Engineer-in-charge.
469	Supply & Fixing ofKingspan Morin Matrixor equivalent Façade system for interior , fabricated out of Aluminium Alloy AA 3004 (H14) ASTM B 209 in thickness of 0.8 mm. The panels shall be of 300mm width and depth of 38.1mm. The Façade Panels shall be PVDF2 coated (RAL Shade).The panel shall be interlocked with Tongue & Groove mechanism and using Aluminium Extruded Clips. The extruded clips shall be fixed to the suitable framework using SS 304 Screws. The façade panels shall be supplied in transportable lengths /as per site requirement. The Morin panels shall be designed to withstand wind loads as per IS 875- Part 3, all complete with scaffolding etc at all height and to the satisfaction of Engg-Incharge.
470	Supply & Fixing of Flashings at the peripheriesof morin matrix facade system manufactured from aluminium alloy AA 3004 (AlMn1Mg1) as specified in BS EN 1396: 2007 minimum material thickness of 0.8 mm and Fluorocarbon PVDF finish on the exposed surface. all complete at all height and to the satisfaction of Engg-Incharge.
471	Providing and fixing fluted design wooden partition made of 18 mm thick HDMR board with 75 mm × 75 mm square posts placed at 100 mm c/c, finished with Fresco Douglas laminate of approved make and shade on all exposed surfaces, including necessary framework, fixing, edge banding, hardware, adhesives and all incidental works, complete as per direction of Engineer-in-Charge
472	Providing, supplying and fixing Bamboo Wooden Blinds made of high-quality natural bamboo slats, uniformly finished and treated for durability, complete with aluminium “A” channel, heavy-duty roller mechanism, side pull chain operation, bottom rail, brackets, accessories and all necessary fittings, duly aligned and smoothly operable, including cutting to size, fixing in position and testing of approved make Mac / Vista / Hitech / GD or equivalent, complete in all respects as per specifications and directions of Engineer-in-Charge.
473	Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium 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 fastenersto be paid for separately) : For fixed portion : Powder coated aluminium (minimum thickness of powder coating 50 micron)
474	For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) : Powder coated aluminium (minimum thickness of powder coating 50 micron)
475	Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineerin-charge: Pre-laminated particle board with decorative lamination on both sides
476	Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
477	Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.
478	Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment).
479	Providing and fixing aluminium handles, 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 : 125 mm
480	Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete :Single rubber stopper
481	Providing and fixing aluminium tower bolts, 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 : 150x10 mm
482	Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge :Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade
483	Repair of spalled or cracked Joints in rigid pavements using epoxy mortar or epoxy concrete as directed by engineer-in-charge.
484	Obtaining GRIHA 4 Certification & Rating for the project by Appointment of accredited GRIHA Consultant for providing complete consultancy services, including preparation,cordination, documentation, submision and liasion with GRIHA Coucil and addressing queries/clarifications .The rate shall be inclusive of all profesional charges ,coordination efforts and documentation required forsuccesssful completion of GRIHA certification. The GRIHA statutory feeif any for GRIHA certification shall be reimbursed on actual basis by AAI
485	Providing architectural and engineering consultancy services for balanc work / remaining works of the New Integrated Terminal Building and allied buildings , including:i)Review Designd drawings for balance works as per Annexure-XXii)MEP consultancy for balance works, including design check and modifications ,if required iii) Co-ordination with all stakeholders and integrating balance work drawings with already completed actvities.iv) Providing necessarydrawings to obtaining necessary statutary approvals v) Site visits during execution ofwork by Sr. Architect / Structure consultant vi) Resolution of site - related issues and design clarifications, if anyvii) Rewiew of shop drawings and method statements for balance worksviii) Preparation of as-built drawings for already executed works as well as balance works and assistance in final completion and handover as built drawingsto PMC/AAIRate shall be inclusive of all manpower, software, coordination, meetings, documentation, overheads, site visit and all incidentals complete.Rate quoted shall beinclussive ofmanpower, softwares , site visits, and all taxes excluding GST.Release of paymnet shall be I) 50% shall be done on pro-rata basisisphysical progress of the balance work II) Balance 50% shall be made on submision As- Build drawings within 30 day from fisical completion of the work
486	Developmentand submission of BIMmodel by engaging BIM consultant using the existing model and submission ofLOD 500 As-BuiltBIM Model forTerminal Building complete in all respect as per approved drawings , shop drawings , and accurate representation of all architectural, structural and MEP components as per works executed at site.The scope of work shall include, but not be limited to, the following:i) Development of LOD 300 model to LOD 400 according to shop drawings andresolving the clashes in LOD 400 Stageii) Development of LOD 400 Model to LOD 500 (AS-Built )with provided AS- built drawing for Architectural, Structural, and all MEP instalations including HVAC, Electrical, Fire Fighting, ELV, Plumbing, and external services. iii)Incorporation of all as built changes, site deviations, and final approved modificationsiv)Submission of native BIM files, IFC files, and other formats as directed, if any.vi) Provision of 1 (one) BIM Software license for Employer\"s use, valid for a period of(two) years Rate shall be inclusive of all manpower, software, coordination, meetings, documentation, overheads, site visit and all incidentals complete.Payment shall be be inclussive ofmanpower, softwares , site visits, and all taxes excluding GST and shall be paid in stages asi) on submision of LOD 400 model - 40%II) on submision of LOD 500 modelwithin 45 day from physical completion of the work- 60%
487	Sub-station Equipments & LT network
488	33 KV HT PANEL (LOCATION : UTILITY BLOCK)Testing & Commissioning of existing TRICOLITE make 33 KV HT Panel located at Utility Block having 02 (two) nos. Incomers, 01 (one) no. Bus Coupler, 05 (five) nos. Outgoings including all the relevant control cabling, connections, etc. complete to be done as per the approved technical data sheets, drawings and as per relevant specifications mentioned in the contract agreement.Incomers : 1250A TP EDO VCB (ABB make) - 02 Nos.Buscoupler : 1250A TP EDO VCB (ABB make) - 01 No.Outgoings : 1250A TP EDO VCB (ABB make) - 05 Nos.
489	Supply, Installation, Testing and Commissioining of Fire Trace Suppression System insideexisting TRICOLITE make 33 KV HT Panel located at Utility Block required for the efficient and prompt Fire Suppression etc. complete as per the contract agreement.
490	11 KV HT PANEL (LOCATION : UTILITY BLOCK)Testing & Commissioning of existing TRICOLITE make 11 KV HT Panel located at Utility Block having 04 (four) nos. Incomers, 01 (one) no. Bus Coupler, 05 (five) nos. Outgoings including all the relevant control cabling, connections, etc. complete to be done as per the approved technical data sheets, drawings and as per relevant specifications mentioned in the contract agreement.Incomers : 800A TP EDO VCB (ABB make) - 04 Nos.Buscoupler : 800A TP EDO VCB (ABB make) - 01 No.Outgoings : 800A TP EDO VCB (ABB make) - 05 Nos.
491	Supply, Installation, Testing and Commissioining of Fire Trace Suppression System insideexisting TRICOLITE make 11 KV HT Panel located at Utility Block required for the efficient and prompt Fire Suppression etc. complete as per the contract agreement.
492	11 KV HT PANEL (LOCATION : PASSENGER TERMINAL BUILDING)Testing & Commissioning of existing TRICOLITE make 11 KV HT Panel located at Passenger Terminal Building having 02 (two) nos. Incomers, 01 (one) no. Bus Coupler, 03 (three) nos. Outgoings including all the relevant control cabling, connections, etc. complete to be done as per the approved technical data sheets and as per relevant specifications defined in the contract agreement.Incomers : 800A TP EDO VCB (ABB make) - 02 Nos.Buscoupler : 800A TP EDO VCB (ABB make) - 01 No.Outgoings : 800A TP EDO VCB (ABB make) - 03 Nos.
493	Supply, Installation, Testing and Commissioining of Fire Trace Suppression System insideexisting TRICOLITE make 11 KV HT Panel located at Passenger Terminal Building required for the efficient and prompt Fire Suppression etc. complete as per the contract agreement.
494	3600KVA 33/11KV, OLTC + RTCC + AVR KNAN Type Transformers along with all standard accessories as per approved technical data sheets (Location - Utility Block)Testing & Commissioning of existing CROMPTON GREAVES make 3600KVA 33/11KV, OLTC + RTCC panel + AVR KNAN outdoor type Transformers etc. with all standard accessories complete to be done as per the approved technical data sheets, drawings and as per relevant specifications mentioned in the contract agreement.
495	Dry Type Transformers11/0.433 KV 2000KVA Dry type Transformers (Location - Utility Block)Testing & Commissioning of existing SUDHIR make 11/0.433 KV 2000KVA Dry type Transformers including all relevant pre-commissioning checks and tests conforming to IS code of practice No. 10028 (Part Il & III) shall be done before energization. The tests are to be particularly done before cable jointing or connecting up the bus bar trunking are (a) Insulation test between HV to earth and HV to LV with 5000 volts Megger (b) Insulation test between LV to earth with 500 volts. Megger. The transformer shall be energized only if the tests are satisfactory. After energizing, transformer shall be kept on `No Load\" for a period of 24 hours before load is switched. Thereafter Transformers shall be brought up to the full load. And, as per the approved technical data sheets and as per relevant specifications defined in the contract agreement.
496	11/0.433 KV 1600KVA Dry type Transformers (Location - Passenger Terminal Building)Testing & Commissioning of existing SUDHIR make 11/0.433 KV 1600KVA Dry type Transformers including all relevant pre-commissioning checks and tests conforming to IS code of practice No. 10028 (Part Il & III) shall be done before energization. The tests are to be particularly done before cable jointing or connecting up the bus bar trunking are (a) Insulation test between HV to earth and HV to LV with 5000 volts Megger (b) Insulation test between LV to earth with 500 volts. Megger. The transformer shall be energized only if the tests are satisfactory. After energizing, transformer shall be kept on `No Load\" for a period of 24 hours before load is switched. Thereafter Transformers shall be brought up to the full load. And, as per the approved technical data sheets and as per relevant specifications defined in the contract agreement.
497	LT Panles- Testing & Commissioning of following exitsing ADLEC manufactured LT Panels to be done as per the technical specifications, approved General Arrangements drawings, details in Bill of materials and as per the relevant specifications mentioned in the contract agreement.MAIN LT PANEL (UTILITY BLOCK) - TTA PanelIncomers - Incomers are ELECTRICALLY OPERATED DRAWOUT TYPE AIR CIRCUIT BREAKER complete with following accessories:a) MicroProcessor based O/C, S/C & E/F release (MP6 Release) with Communication RS-485 Port.b) Spring charging Motor, 230V, ACc) Under Voltage Release, 230V, ACd) Closing coil, 230V, ACe) Shunt trip coil, 230V, ACf) 2NO+2NC Auxiliary Contactse) Micro Switch for trip incidation, Safety shutter, door interlock etc.LEGRAND Make, DMX3 type, 4000A FP, EDO, 50KA, SET AT 3200A ACB - 02 Nos.;MECHANICAL LOCK FOR 3Nos. 1/C & 2Nos. B/C - 1 set;Buscoupler-Buscoupler is ELECTRICALLY OPERATED DRAWOUT TYPE AIR CIRCUIT BREAKER without release complete with following accessories:a) Communication RS-485 Port.b) Spring charging Motor, 230V, ACc) Closing coil, 230V, ACd) Shunt trip coil, 230V, ACe) 2NO+2NC Auxiliary Contactsf) Micro Switch for trip incidation, Safety shutter, door interlock etc.LEGRAND Make, DMX3 type, 4000A FP, EDO, 50KA, SET AT 3200A ACB - 01 No.Outgoings - DMX3 3200A FP, MDO, 50KA ACB (μPROCESSOR BASED O/C, S/C & E/F Release (MP4) WITH COMM.RS-485 PORT.- 03 Nos.DMX3 1600A FP, MDO, 50KA ACB - 02 Nos.DMX3 800A FP, MDO, 50KA ACB - 02 Nos.DPX3 500A FP, 50KA MCCB - 04 Nos.DPX3 250A FP, 50KA MCCB - 08 Nos.DPX3 160A FP, 50KA MCCB - 04 Nos.DPX3 100A FP, 50KA MCCB - 08 Nos.All are LEGRAND Make switchgearsBusbar - 3Ph, 415V, AC, 50Hz, 3200A, FP, AL BUSBAR And, other accessories including Breaker control switch, Automatic Manual Selector siwtch, Multifunction meters, Resin Cast CT\"s, Indicating lights, SPD, \"C\" Curve MCB\"s, Space Heaters, Thermostat, Aux. Contactor, Door switch, LED illumination light, Toggle switch, Under and Over voltage relay, Master trip relay, Trip Circuit supervision, Restrcited Earth fault relay, Logo PLC for interlocking etc. complete
498	DISTRIBUTION PANEL (UTILITY BLOCK)Incomers - 250A FP MCCB - 02 Nos.Buscoupler - 250A FP MCCB - 01 No.Outgoings - 100A FP MCCB - 18 Nos.All are LEGRAND Make switchgearsBusbar - 3Ph, 415V, AC, 50Hz, 300A, FP, AL BUSBAR And, other accessories including Multifunction meters, Resin Cast CT\"s, Indicating lights, SPD, \"C\" Curve MCB\"s, Space Heaters, Thermostat, etc. complete
499	LIGHTING PANEL (UTILITY BUILDING)Incomers - 63A FP MCCB - 02 Nos.Buscoupler - 63A FP MCCB - 01 No.Outgoings - 40A FP MCCB - 08 Nos.All MCCB\"s are LEGRAND Make.Busbar - 3Ph, 415V, AC, 50Hz, 100A, FP, AL BUSBAR And, other accessories including Multifunction meters, Resin Cast CT\"s, Indicating lights, SPD, \"C\" Curve MCB\"s, Space Heaters, Thermostat, etc. complete
500	POWER PANEL (UTILITY BUILDING)Incomers - 160A FP MCCB - 02 Nos.Buscoupler - 160A FP MCCB - 01 No.Outgoings - 40A FP MCCB - 09 Nos.63A FP MCCB - 02 Nos.100A FP MCCB - 01 No.All MCCB\"s are LEGRAND Make.Busbar - 3Ph, 415V, AC, 50Hz, 200A, FP, AL BUSBAR And, other accessories including Multifunction meters, Resin Cast CT\"s, Indicating lights, SPD, \"C\" Curve MCB\"s, Space Heaters, Thermostat, etc. complete

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