Name of Work:- Construction of office building and other facilities at Karaikal, Puducherry | Sl. No. | Item Description | |
| 1 | Total Amount with GSTPlease enter GST in % in N column on total Amount | | 2 | CIVIL AND OTHER RELATED WORKS NOTE : - 1. FOR ALL ITEMS IN THE SOR/ BOQ WHEREVER CERTAIN SPECIFICATIONS ARE NOT MENTIONED, ALL ARE TO BE OPERATED AS PER PREVAILING CPWD SPECIFICATIONS/ BIS SPECIFICATIONS. 2. FOR BULK ORDER OF MATERIALS PRIOR APPROVAL OF EIC/ GAIL IS TO BE TAKEN. 3. RCC/ PCC ITEM IS INCLUDING SHUTTERING (REFER BOQ/ SOR FOR DETAILED ITEM). 4. RCC/ PCC CAN BE LAID USING RMC/ MINI BATCHING PLANT OR FIORI OR WEIGH BATCHER WITH FACILITY OF PROVIDING COMPUTREIZED REPORT. (REFER SCC FOR DETAILED CLAUSE) 5. IN CERTAIN ITEMS MAKES HAVE BEEN SPECIFIED IN SOR/ BOQ WHICH IS TO BE USED. 6. SAND TO BE USED AS PER RELEVANT IS CODE (LIKE IS 383, IS 2116, IS 650, IS 1904, IS 16144, etc.) OR M-SAND AS PER BIS SPECIFICATIONS. | | 3 | SECTION-A: EARTHWORK AND PILE | | 4 | CLEARING JUNGLE AND SURFACE DRESSING - Clearing jungle and surface dressing including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal and disposal of rubbish/ trees/ grass, etc. for all leads within the GAIL site premises and adjoining area around the periphery. | | 5 | EARTHWORK EXCAVATION (SOIL) - Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas and in in foundation trenches or drains, including getting out and disposal of excavated earth for all leads and for all lift within the GAIL premises, as directed by Engineer-in-charge. All kinds of soil | | 6 | EARTHWORK EXCAVATION (ROCK) - Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas and in in foundation trenches or drains, including getting out and disposal of excavated earth for all leads and for all lift within the GAIL premises, as directed by Engineer-in-charge. Ordinary rock | | 7 | EXCAVATING TRENCHES (PIPES) - Excavating trenches by mechinical / manual means 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 75 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, for all lead within the GAIL premises. All kins of soil Pipes, cables etc. not exceeding 300 mm dia | | 8 | DEWATERING DURING EXCAVATION - Dewatering of ground water (except for water accumulation due to rainfall) continuously during exacavtion to enable layout and excavation using diesel operated Pump and providing drainage at suitable distance as per instruction of Engineer-in-charge. | | 9 | FILLING EXCAVATED EARTH - Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, for all leads and for all lift within the GAIL site premises. | | 10 | GOOD EARTH FILLING - Excavating, supplying stacking, filling and compaction of Locally available good earth (including royalty) by mechanical transport for lead upto 10 km including ramming and watering of the earth in layers not exceeding 20 cm and compacted complete. The measurement will be taken of final compacted thickness layer for payment. The rate shall be inclusive of all royalties, duties, mining cess, etc if applicable. NOTE:- Cost of rolling shall be paid separately as per item no. A.8. Survey of rate of locally available earth to be carried out by bidder before quoting. | | 11 | DIESEL ROLLER 8-10 T CAPACITY - Supplying Diesel Roller along with driver of 8-10 T capacity for rolling works of Good earth soil and ground and making the surface compact and even as desired by the EIC. The rate shall be inclusive of all hire charges, fuel, lubricant, driver/operator, helper. Rate is to be quoted for minimum 8 hours working per day | | 12 | JCB - SUPPLYING JCB ALONGWITH DRIVER - Supplying JCB along with driver for desired works of Good Earth soil and ground and making the surface level and even as desired by the EIC. The rate shall be inclusive of all hire charges, fuel, lubricant, driver/operator, helper. Rate is to be quoted for minimum 8 hours working per day | | 13 | EARTH BEYOND 10 KM LEAD - Extra over item no. A.7, for carriage of earth Beyond 10 kms lead, per KM per compacted cubic meter quantity. (M3 means per KM per compacted cubic meter in unit) | | 14 | SAND FILLING - Supplying and filling in plinth with sand under floors including, watering, ramming consolidating and dressing complete. | | 15 | ANTI TERMITE CHEMICAL & TREATMENT - Supplying, diluting & injecting Chemical emulsion of pre-construction anti termite treatment works with approved quality pest control treatment, creating a continuous chemical barrier under and all around the sides of retaining wall, column pits, wall trenches, basement, excavation top surface of plinth along External perimeter of Building Filling, Junction of wall and floor, expansion Joints, over the top surface of Consolidated Earth, below grade slab, side of tranches/drain, etc. Complete to the required depth as per specification. using IMIDACHLOPRID Chemical for Anti - termite treatment dosage 1:476 (1 litre of chemical added 476 litre of water ) & sprayed to cover all required area at all level and Height | | 16 | FOR RAFT - Treatment at the rate of 5 l/m2 with chemical emulsion including making holes in earth to allow the emulsion to seep through.(include Two coats apply the bituminous paint over Treatment) | | 17 | FOR PLINTH - Treatment of Top Surface of Plinth Filling within plinth walls at the rate of 5 l/m2 with chemical emulsion before the concrete/ flooring is laid including making holes in earth to allow the emulsion to seep through. | | 18 | ALONG PERIPHERY ATT OF JUNCTION OF WALL & FLOOR/ SOIL ALONG PERIMETER & IN CONTACT - A. Treatment of soil in immediate contact with the vertical surfaces of RCC foundations using chemical emulsion at the rate of 7.5 I/m2 up to a depth of 500 mm from ground level. B. Treatment at Junction of the Wall and the Floor on inner wall surface by making a small channel 30 mm x 30 mm at all the junctions of wall and columns before the concrete/ flooring and chemical emulsion poured along the wall at the rate of 7.5 l/m2 of vertical wall or column surface up to the ground level. C. Treatment of Soil Along External Perimeter of Building- After the building is complete, the earth along the external perimeter of the building should be rodded at intervals of 150 mm and up to the ground level and chemical emulsion poured along the wall at the rate of 7.5 l/m2 of vertical surfaces. | | 19 | SUPPLY & FILLING 63-40 MM - Supplying and stacking at site, Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . 63 mm to 40 mm size stone aggregate | | 20 | PILING WORKS - Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). | | 21 | PILING WORKS - 500 MM DIA | | 22 | PILING WORKS - 450 MM DIA | | 23 | VERTICAL PILE LOAD TEST - Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/ Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. | | 24 | Single pile upto 50 tonne Safe capacity Initial test (Test Load 2.5 times the Safe capacity) | | 25 | Single pile upto 50 tonne Safe capacity Routine test (Test Load 1.5 times the Safe capacity) | | 26 | Group of two or more piles upto 50 tonne Safe capacity Initial test (Test Load 2.5 times the Safe capacity) | | 27 | Group of two or more piles upto 50 tonne Safe capacity Routine test (Test Load 1.5 times the Safe capacity) | | 28 | LATERAL PILE LOAD TEST - Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile Upto 50 tonne capacity pile | | 29 | SECTION-B: CONCRETE WORKS | | 30 | PCC 1:3:6 - Providing and laying in position cement concrete of specified grade INCLUDING the cost of centering and shuttering - All work at all level : 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | | 31 | SCREED FLOORING - Screed bed or bedding layer of mortar for laying floor finishes C.M 1:4 | | 32 | PLINTH PROTECTION 50 MM THICK WITH CC - Making plinth protection 50mm thick of cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 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. | | 33 | EPOXY INJECTION GROUTING - Providing and injecting approved grout 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. complete as per directions of Engineer-in-Charge. (The payment shall be made on the basis of actual weight of approved grout injected.) Epoxy injection grout in concrete/ RCC work of approved make | | 34 | 12 MM DIA INJECTION NIPPLE - 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 | | 35 | CC/ RCC (1:2:4) - Providing and laying cement concrete/ RCC in parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor and all similar places of retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses etc., at all levels, INCLUDING the cost of centering, shuttering and finishing but EXCLUDING the cost of reinforcement: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | | 36 | SECTION-C: REINFORCED CEMENT CONCRETE WORKS | | 37 | RCC (M30) I/C SHUTTERING - Providing and laying in position ready mixed (RMC) or site batched design mix (with facility of providing computerized report) cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate, Portland Pozzolana / Ordinary Portland /Portland Slag cement,, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads and heights ; INCLUDING the cost of centering, shuttering (for all elements and shuttering for slab upto 6.0 mtr. height (in single length)), finishing but EXCLUDING the cost of reinforcement as per direction of the engineer-in-charge; for the M30 grade of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works (Suspended floors, roofs, landing, beams, coloumn, slab and balconies, Retaining wall, Foundations, footings, bases of columns, Walls (any thickness) including attached pilasters, butteresses, plinth and string courses, Lintels, beams, plinth beams, girders, bressumers and cantilevers, Columns, Pillars, Piers, Abutments, Posts and Struts, stairs, etc.) at all level: Concrete of M30 grade with minimum cement content of 350 kg /cum | | 38 | EXTRA FOR ADDITIONAL HEIGHT - 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 6.0 m for slab (in single length), for every additional height of 1 metre or part thereof (Plan area to be measured). Suspended floors, roofs, landing, beams, coloumn, slab and balconies (Plan area to be measured) | | 39 | EXTRA CEMENT - Add for using extra cement in the items of design mix over and above the specified cement content therein up to 10% of the minimum specified cement content in design mix (QT means Quintal in Unit) | | 40 | STEEL REINFORCEMENT FE500D- 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 (MT means Metric Tonne in Unit) | | 41 | PLASTER DRIP COURSE - Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | | 42 | EXPANSION JOINT - FLOOR JOINT - 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 localtion in load application areas that accommodates multi directional seismic movement without stress to it’s components. System shall consist of metal profiles with an 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 conform to ASTM 6063). Floor joint of 100 mm gap | | 43 | EXPANSION JOINT - WALL JOINT - 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 surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall conform to ASTM 6063). Wall joint of 100 mm gap | | 44 | EXPANSION JOINT - ROOF JOINT - Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates as per ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates an universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy 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. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall conform to ASTM 6063). Roof joint of 100 mm gap | | 45 | POLYTHENE SHEET - Supplying and laying Polythene film, black, 50micron laid in floors complete in all respect as per direction of Engineer-Incharge. | | 46 | SECTION-D MASONRY WORK | | 47 | AAC BLOCK 150 TO 300 MM - Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in foundation, plinth and in super structure 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 under respective item). | | 48 | AAC BLOCK 100/ 125 MM - Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry 100 mm/ 125 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in foundation, plinth and in super structure in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 8 mm dia M.S. bars at every third course of masonry work. | | 49 | RED FULL BRICK IN CC (1:6) - Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5 or 7.5 all works at all level in foundation and plinth and in superstructure in: Cement mortar 1:6 (1 cement : 6 coarse sand) | | 50 | RED HALF BRICK IN CM (1:4) - Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 5 or 7.5 INLCUDING providing and placing in position 2 Nos 8 mm dia. M.S. bars at every third course of half brick masonry, all works at all level in foundation and plinth and in superstructure in: Cement mortar 1:4 (1 cement : 4 coarse sand) | | 51 | FLY ASH BRICK IN CC (1:6) - Brick work with non modular fly ash bricks conforming to IS:12894, class designation 7.5 or 10 average compressive strength for all works at all level in foundation and plinth and in superstructure in: Cement mortar 1:6 (1 cement : 6 coarse sand) | | 52 | FLY ASH HALF BRICK - Half brick masonry with non modular fly ash bricks of class designation 7.5 or 10, conforming to IS :12894, INLCUDING providing and placing in position 2 Nos 8 mm dia. M.S. bars at every third course of half brick masonry, all works at all level in foundation and plinth and in superstructure in: Cement mortar 1:4 (1 cement : 4 coarse sand) | | 53 | CHICKEN WIRE MESH - Providing and fixing GI hexagonal chicken wire mesh of size 12mm x22g at the junction of disimilar surfaces of brick masonry wall and R C C column by beams and the like including necessary nails for fixing etc, complete all as per specification and direction of Engineer -in -charge for all floor at all heights. | | 54 | SECTION-E: WOOD AND PVC WORK | | 55 | WOOD WORK FOR DOOR/ WINDOW FRAME - Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs pr with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid in respective item) and two or more coats of melamine polish - good quality chemically treated Seasoned hard wood | | 56 | 35MM THK FLUSH DOOR SHUTTER I/C LAMINATE - 35MM THK FLUSH DOOR SHUTTER with factory pressed HPL laminate of thickness 1 mm ON BOTH FACES - Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood with factory pressed HPL laminate of thickness 1 mm on both faces of shutters and a priming coat on unexposed surface etc. complete, wherever required 35 mm thick including ISI marked Stainless Steel butt hinges (SS-304 grade - 4 no. of hinges per door) with necessary screws, etc. complete in all respect | | 57 | WOODEN MOULDED BEADING - Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete. Seasoned hard wood 50 x 20 mm | | 58 | EXTRA FOR LIPPING - 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). | | 59 | DASH FASTENER 10 X 80 MM - Providing and fixing carbon steel galvanised (minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. 10 x 80 mm | | 60 | IRON HOLD FAST - Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | | 61 | SET OF MORTICE LEVER HANDLE 125 MM - Providing and fixing Mortice lever Handle Hettich (9228111) or equivalent, ISI marked, with necessary screws etc. complete : 125 mm (1 SET - 2 HANDLE) | | 62 | MORTICE LOCK - Providing and fixing Godrej or equivalent make 100 mm 6 lever bright finished mortice lock and a pair of lever handles,- Diana/Stella handle set in color of approved quality including necassary screws etc complete product code 8170/8171, 9155, BAAN code LKYLDMD07/08 | | 63 | SS TOWER BOLTS 250 MM X 10 MM - Providing and fixing SS tower bolts, ISI marked, with necessary screws etc. complete : 250 mm x 10 mm | | 64 | FLOOR DOOR STOPPER - Providing and fixing hanging floor door stopper Hettich (9228709) or equivalent, ISI marked, with necessary screws etc. complete. Twin rubber stopper | | 65 | SS 304 SLIDING DOOR BOLTS 300 MM X 16 MM - Providing and fixing SS 304 sliding door bolts, ISI marked with nuts and screws etc. complete : 300x16 mm | | 66 | WALL MOUNTED DOOR BUFFER - Providing and fixing approved brand and manufacture wall mounted door buffer - SS Door Buffer wall mounted 22 mm dia 75 mm long, fixed with SS screws etc. complete in all respects as per manufacturers' specifications & as directed by Engineer-in-charge. | | 67 | SLIDING BOLT (BABY LATCH) - Providing and fixing Sliding bolt (baby latch) with SS lock strip. | | 68 | PREMIUM NIGHT LATCH - Providing and fixing premium night latch of pin cyclinder technology at the main entrance door of all houses, in color of approved quality including necassary screws etc complete. Make : Godrej 3779, BAAN code LKYPDN004/5. | | 69 | ALUMINIUM UNIVERSAL HYDRAULIC DOOR CLOSER - Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | | 70 | DOUBLE ACTION HYDRAULIC FLOOR SPRING - Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer- in-charge. With stainless steel cover plate minimum 1.25 mm thickness | | 71 | STAINLESS STEEL HANDLES 200 MM - Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete 200 mm | | 72 | P&F SS 304 BALL BEARING HINGE - Providing and fixing SS 304 Ball Bearing Hinge 3/5 Inches Square Corner with Screws for Door/ Windows of Premium Look 80kg Loading Capacity of 120 mins fire rated | | 73 | Insulated glazed fire door & Partition (E/EW120, EI30) Providing and fixing of insulated glazed fire door for stability, integrity (E/EW 120) & Insulation (EI 30). Pressed galvanized steel confirming to IS 277 with the following specification. Glazed door shall be tested as per IS 16947, IS/ISO 3009-1 for integrity & insulation (E/EW 120) from CBRI/ TBW / Exova Certifier for maximum rating of 120mins with 30Mins insulation and manufactured in ISO 9001: 2015 certfied company for quality management. Test certificates should be made available for max door size tested as a complete assembly including assessment report for side partition for max glass size. Proper label confirming the type of door and the hourly rating is mandatory. Door frames and partitions shall be single rebate frame profile of size 125 x 60mm made out of 1.60mm (16gauge) minimum thick galvanized steel sheet. Frames shall be butted/mitered and with mandatory provision for smoke seal and field assembled with self tabs. All transom profiles and side panels shall be from similar profile and should be as per the tested specimen. For partitions, glass should be held in its place with 1.2mm GI clip-on beading 19mm height with ceramic tape of size 4 x 13mm as per test evidence. Concealed screws shall be of size 8 x 19mm, self tapping and fixed inside the beading at every 250 m c/c. Door frames shall be with back plate bracket and anchor fasteners for installation on a finished plastered masonry wall opening. The top support formounting shall be included as per design requirement. Once frame installed should be filled with PUF as recomended by the manufacturer or engineer. | | 74 | Door leaf shall be fully glazed SH100 profile of size 60 x 100mm profile step box section for taking glass elements. Door leaf shall be manufactured from 1.2mm (18guage) minimum thick galvanised steel sheet. Glass should be held in its place with 1.2mm x 19mm GI clip-on beading with a ceramic tape of size 4 x 13mm as per the test evidence. Concealed screws shall be 8 x 19mm, self tapping and fixed inside the beading at every 250 m c/c a. Doors shall be 60mm thick and the internal construction of the door should be rigid reinforcement pads for stability of profile & infill of high density mineral wool. All provision should be mortised, drilled and tapped for receiving appropriate hardware. For pair of doors integral astragals has to be provided on the meeting stile. The glass shall be fire rated, ultra clear, interlayered minimum 11mm thick pyran fusion, for (E) 120 minutes integrity & (EI 30) 30minutes insulation with light transmission of minimum 89% as per EN1363 and EN1364. Glass shall have a impact resistance of 1B1 as per EN 12600 and sound insulation of 37db. Glazing kit to be provided along with steel beeding and ceramic tape. 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 including glass, hardware and smoke seals. | | 75 | S&F AUTOMATIC DOOR BOTTOM SEAL - Supply & fixing RP 38Si, Automatic Door Bottom Seal, Heavy Duty, Face Mounted Version, spring loaded to lift clear of the floor as soon as the door leaf is opened, suitable to be used on Fire and smoke check doors, Seal Material = Silicon, Finish = Anodized Satin Clear, Length = 36\\". As per the directions of Engineer-in-charge | | 76 | S&F INTERLAYERED FR GLASS 11MM - Supply and fixing of Interlayered FR Glass of (Saint-Gobain, Torch, Glaberwel or equivalent make ) minimum 11 mm thick interlayered , 120 minutes fire Rated (EW120, EI 15 minutes) Non Wired, Toughened Interlayered Glass of approved make which can also withstand thermal shock upto 800 degree centigrade shall be used as a glazing (Vision Panel Top/side fixed glazing) and is to be fixed in between the glass beading by using ceramic fiber in accordance with BS : 476 Part 22/ EN 1363 EN 1364 for stability and integrity of size 300 mm x 300mm (Clear vision ) and the manufacturer should have tested the glass of similar or bigger size with any type of door framing. The Location of the Fr Glass will be as per the directions of Engineer-in-charge (Actual Glass size will be measured for payment). | | 77 | FIRE RATED MORTISE LOCK AND LATCH - Providing and fixing Fire rated Mortise lock and latch (55Mm BS, 72Mm CN, 24Mm SQ FR ) with Europrofile Single Cylinder and a pair of SS 304 D-Type lever handles On Rose With Europrofile Cylinder Escutcheon all in Stainless Steel Satin/Matt Finish, Key operations - Outside Key, Inside Blank | | 78 | NOTE :- FOR UPVC DOOR AND WINDOW WORK, contractor must submit a certificate from approved brand for its approved fabricator and get approval from EIC/ Architect/ GAIL. | | 79 | UPVC DOOR / WINDOW WORK - Providing and fixing factory made uPVC glazed/ wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/ coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/ mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh/ Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231. The cost includes all necessary fittings and screws including Casement handle, lock, etc. complete in all respect. | | 80 | FIXED WINDOW - Fixed window / ventilator with mullion / transom - Using R3 series with frame (64 mm & above ) x (50 mm & above) & mullion (64 mm & above) x (70 mm & above). (Height above 2.5 metre) Note: - Cost of 6 mm clear toughened glass (with VLT =< 67%, External/ Internal reflection =< 19%, SHGC = 0.68-0.69, U-value = 5.6 W/sqmK) is included here. | | 81 | SECTION-F: STEEL WORK | | 82 | STRUCTURAL STEEL IN SINGLE/ BUILTUP - Structural steel work in single section, fixed with or without connecting plate, and riveted, bolted or welded in built up sections, trusses and framed work, In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works all complete including cutting, hoisting, fixing in position including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete and Supplying and fixing Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete, and Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. (MT means Metric Tonne in Unit) | | 83 | STEEL WORK IN BUILTUP TUBULAR - Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded/ seamless type tubes / Electric resistance or induction butt welded tubes (MT means Metric Tonne in Unit) | | 84 | STAINLESS STEEL WORK/ RAILING - Providing and fixing stainless steel (Grade 304) work/ railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, INCLUDING fixing the same with necessary accessories & stainless steel dash fasteners , stainless steel bolts, GI nut etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | | 85 | CHAIN LINK FABRIC FENCING - Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm | | 86 | ROLLING SHUTTER - 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 INCLUDING zinc primer and two or more coats of synthetic enamel paint and Providing and fixing ball bearing for rolling shutters, providing gear operated mechanical device chain and crank operation for operating rolling shutters, providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar/ perforated shutters instead of laths as per design approved by Engineer-in- charge. 80x1.25 mm M.S. laths with 1.25 mm thick top cover | | 87 | FLY PROOF WIRE GAUGE - Providing & fixing fly proof wire gauze to windows, clerestory windows & doors, nuts & bolts complete Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides | | 88 | TOUGHENED GLASS SS RAILING - Providing & fixing (SS Railling with Glass) side Mounted, Supply and Installation Mobel make or Equivalent, SS 304 garde 900 mm high Railling os SS 304 grade Handrail pipe of 50 mm OD 1.6 mm thickness Polish with automatic Polishing Machine to get uniform hairline finish K240 Mounted with the help of adjustable Solid neck Support on Balustrade of approved design at 900 c/c Fitted with four nos of glass connector for Holding the Infill Glass of 12 mm thick Toughned Laminated, Glass connector to be fited with Balustrade with help of SS screws Over all mounted on SS 304 solid base plate 100 mmx8 mm with help of Dash fastners | | 89 | MS SHEET DOOR WITH FRAME- Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces | | 90 | SECTION-G: FLOORING AND CLADDING WORK | | 91 | 16 MM THK FLAMED FINISH POLISHED GRANITE FOR FLOORING/ CLADDING - Providing and laying flamed finish polished Granite stone flooring/ Cladding in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 16 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in flooring and over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) in cladding, laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. INCLUDING pre finished nosing to treads of steps, Extra for in treads of steps and risers using single length up to 2.00 metre, rubbing, rounding and polishing complete all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone of any colour and texture as approved for all works. | | 92 | 16 MM THK GRANITE STONE FOR KITCHEN PLATFORM/ SILL/ SIMILAR LOCATION - Providing and fixing 16 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias, urinal partitions and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand as per relevant IS (like IS 383, IS 2116, IS 2250, etc.)), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including fixing in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete and providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete and rubbing, curing, edge moulding (including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge) and polishing of edges to give high gloss finish etc. complete at all levels. Granite stone slab of any colour and texture as approved for all granite works | | 93 | 16 MM POLISHED GRANITE STONE FLOORING - Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 16 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Granite stone slab of any colour and texture as approved for all granite works | | 94 | 16 MM POLISHED GRANITE STONE CLADDING - Providing and laying Polished Granite stone cladding in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 16 mm thick stone slab over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including grouting of joints (and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. fixed with necessary U angle and clamps at required spacing to provide support all complete as specified and as directed by the Engineer-in-Charge. Granite stone slab of any colour and texture as approved for all granite works | | 95 | CERAMIC GLAZED WALL TILES - 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. | | 96 | CERAMIC GLAZED FLOOR TILES - Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | | 97 | 20 MM THK POLISHED KOTA STONE - Polished Kota stone slab in flooring over 20 mm (average) thick base laid over with base of cement mortar 1 : 4 (1 cement : 4 coarse sand), and in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) INCLUDING pre finished nosing to treads of steps, and risers using single length up to 2.00 metre, rubbing, rounding and polishing complete and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing, rounding and polishing complete 20 mm thick Polished Kota Stone | | 98 | VITRIFIED FLOOR TILES (800 MM X 800 MM) - 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 and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand as per relevant IS (like IS 383, IS 2116, IS 2250, etc.)) jointing with grey cement slurry @3.3 kg/sqm including grouting of joints with white cement and matching pigments. 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. Glazed Vitrified tiles - Polish Finish/ Matt/ Antiskid finish - of size - 800 x 800 mm | | 99 | VITRIFIED FLOOR TILES (600 MM X 600 MM) - Providing and laying Vitrified tiles in flooring 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 and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand as per relevant IS (like IS 383, IS 2116, IS 2250, etc.)) jointing with grey cement slurry @3.3 kg/sqm including grouting of joints with white cement and matching pigments. 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. Glazed Vitrified tiles - Polish Finish/ Matt/ Antiskid finish - of size - 600 x 600 mm | | 100 | GROUTING OF JOINTS - Grouting the joints of flooring tiles having joints of 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 filling /grouting and finishing complete as per direction of Engineer-in-charge Glazed Vitrified tiles - Polish Finish/ Matt/ Antiskid finish - of size - 600 x 600 mm/ 800 x 800 mm | | 101 | VITRIFIED WALL/CLADDING/ DADO TILES (600X600) - Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. - Glazed Vitrified tiles - Polish Finish/ Matt/ Antiskid finish - of size - 600 x 600 mm | | 102 | VITRIFIED WALL/CLADDING/ DADO TILES (800X800) - Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Glazed Vitrified tiles - Polish Finish/ Matt/ Antiskid finish - of size - 800 x 800 mm | | 103 | CAFETERIA/ PANTRY DADO - Providing and laying 6mm thick Digital Vitrified tiles, Ultra slim in different sizes, with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in flooring and skirting, dado laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints. Size of Tile 1200 x 150, 1200 x 200 mm or equivalent as approved. | | 104 | SELF ADHESIVE ANTI-SKID REFLECTIVE TAPE - Providing and fixing 25 mm wide high intensity Yellow colour, self adhesive Anti-Skid reflective tape of approved make on edges of treads of staircase including cutting, pasting etc. complete in all respect and as per direction of Engineer-in-charge | | 105 | CARPET TILE 600 MM X 600 MM - Providing & fixing Carpet tile 60cm x 60 cm free from toxic materials, environmentally safe and hygienic, made with premium brand PET or Nylon 100%, recyclable, fire resistant, odourless, easy washable with soap and water stain, soil protection, fade resistant, abrasion resistance, resist to soiling, crushing, breaking strength, distortion, elongations loop strength, performing against flame spread, wear & tear and colour fastness when it is exposed to atmospheric changes, built in antimicrobial treatment. Carpet to have pile density of 1000 GSM+5% and total GSM of 1990 GSM+5%. Carpet to have pile height of 8mm & total height of 10mm. The secondary backing should be PP mesh Back. Warranty should be 5 years against any manufacturing defect. Carpets to be green level plus certified all complete as per specifications, drawings and as directed by Engineer-in-charge. | | 106 | HEAT RESISTANT TERRACE TILE - Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. | | 107 | INDIAN PATENT STONE FLOORING - Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate | | 108 | ALUMINIUM SKIRTING - Providing & fixing of 75mm thk Aluminium skirting 100mm High with joint grouting | | 109 | SECTION-H ROOFING WORKS | | 110 | KHURRAS 45 X 45 CM - Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand (as per IS 383) : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand as per relevant IS (like IS 383, IS 2116, IS 2250, etc.)) and a coat of neat cement, rounding the edges and making and finishing the outlet complete | | 111 | GOLA 75 X 75 MM IN CC - Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand (as per IS 383) : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand as per relevant IS (like IS 383, IS 2116, IS 2250, etc.)) as per standard design : In 75x75 mm deep chase | | 112 | GI PERFORATED METAL CEILING OF SIZE 595 X 595 MM - Providing and fixing tiled false ceiling of approved materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main “T” runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross “T” of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main “T” at 600 mm center to center to form a grid of 1200x600 mm and secondary cross “T” of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. | | 113 | 12.5 MM THK GYPSUM MOISTURE RESISTANT BOARD CEILING - 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 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 : at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square 12.5 mm thick tapered edge gypsum moisture resistant board. | | 114 | TENSILE STEEL ROOFING SHEET - Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. The cost shall include the cost of erecting the sheets and fixing the same with approved make screw/ washer etc complete including the cost of truss, crimp ridge, gutter and crimp eaves. The area measured in plan shall be measured for payment and no extra payment shall be made for overlaps. Accordingly the bidder is required to quote his rates. Approved make is Tata Bluscope DURASHINE, JSW Colouron+ | | 115 | POLYCARBONATE ROOF SHEET - Designing, providing and fixing multiwall three or more layered polycarbonate sheet panel co-extruded Ultra Violet (UV) protective coating on external surface with standing seam on both the running ends, sheet shall be connected using polycarbonate connectors having grip lock double tooth locking mechanism and provided with endcap at the ends to ensure water and air tightness. The light transmission from transparent or translucent or opaque or in combination polycarbonate sheet, varies from 15 to 85%, shall be decided by engineer in charge as per requirement. The polycarbonate sheet shall have Dart drop impact value more than 60 Joules as per IS14434:2023 and confirm either flame retardancy of class UL-94HB/94V-0 category as per IS14434:2023 or category V0 & HB as per ASTM D635-18 or BS1D0 classification as per EN13501 for fire safety. The yellowness index tested as per ASTM E313 (D1925) or ASTM E313 (D1925) shall be equal to or more than 10 unit or 6 units respectively on a sample after 5000 Hours of exposure of UV / sun light. The cross section ends of polycarbonate sheet shall be provided with self-adhesive aluminium impermeable tape at top and aluminium ventilated tape at bottom of the sheet and covered with polycarbonate / aluminium u-shaped protective profile. The poly carbonate sheet shall be held in position by using stainless steel (SS304 grade) trapezoidal cleat of 1 mm thick having minimum bottom width 35mm and top width 50mm or any other shape and size as per design requirement and manufacturer specification, cleat fixed with 2 or more stainless steel screws of 5 mm diameter with 25mm long with structural steel framework. The cleat shall be tested to withstand pull out force equal to wind speed of 50m/s as per IS: 875 and design test report shall be submitted to Engineer-in-charge for approval before use. The cost of ridge and gutters of pre-coated galvanized iron sheet of approved specifications and structural steel framework shall be paid in respective item for separately. 18 mm thick, 1000 (+10%) wide panel with U value not more than 2.00 W/m2k and weight not less than 3.10 Kg/sqm | | 116 | SECTION-I FINISHING WORKS | | 117 | 12/ 15 MM CEMENT PLASTER OF MIX : 1:6 - 12/ 15 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand (as per IS 1542)) - at all level including scaffolding etc. complete | | 118 | 18 MM CEMENT PLASTER - 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand (as per IS 1542)) - at all level including scaffolding etc. complete | | 119 | 6 MM CEMENT PLASTER OF MIX : 1:3 - 6 mm cement plaster for all heights including scaffolding etc. and a floating coat of neat cement complete of mix : 1:3 (1 cement : 3 fine sand (as per IS 1542)) | | 120 | EXTRA FOR WATER PROOFING MATERIAL IN CEMENT PLASTER/ RCC/ CC - Extra for providing and mixing water proofing material in cement plaster/ RCC/ CC work in proportion recommended by the manufacturers. (PER means per bag of 50KG Cement Used in Mix in Unit) | | 121 | PREMIUM ACRYLIC EMULSION PAINT - 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. Two coats and 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 MAKE: ASIAN (Apcolite Premium Emulsion), BERGER (Rangoli Total Care), NEROLAC (Beauty Gold) as per direction of EIC. Application as per manufacturer specification., Same company recommended primer to be used. | | 122 | PREMIUM ACRYLIC SMOOTH EXTERIOR PAINT - Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming/ base coat of exterior primer applied @ 0.90 litre/10 sqm) of make Asian apex Ultima, ICI Dulex Weather shield max, BERGER (Weathercoat All Guard), NEROLAC (Excel Total) as per direction of EIC Application as per manufacturer specification., Same company recommended primer to be used. | | 123 | PLASTER OF PARIS PUTTY OF 4 - 6 MM THICKNESS - Providing and applying plaster of paris putty of 4 - 6 mm thickness over plastered surface to prepare the surface even and smooth complete. | | 124 | WHITE CEMENT BASED PUTTY OF AVERAGE THICKNESS 1 MM - 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 | | 125 | WHITE WASHING WITH LIME - White washing with lime to give an even shade : New work (three or more coats) | | 126 | NEAT CEMENT PUNNING | | 127 | 12 MM CEMENT PLASTER 1:3 - 12 mm Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. | | 128 | 12 MM THK GYPSUM LIGHTWEIGHT PLASTER - 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 - at all level including scaffolding etc. complete | | 129 | SYNTHETIC ENAMEL PAINT - Providing and applying two coat of synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. MAKE: ASIAN (Apcolite Premium Gloss Enamel), BERGER (Luxol High Gloss Enamel), DULUX, NEROLAC (Synthetic Hi-Gloss Enamel) as per direction of EIC. Application as per manufacturer specification., Same company recommended primer to be used. | | 130 | SECTION-J ROAD AND EXTERNAL WORK | | 131 | SUB GRADE WITH POWER ROAD ROLLER OF 8 TO 12 TONNE CAPACITY - Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity (Cost included here) 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 roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth for all leads | | 132 | GRANULAR SUB-BASE - 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 (Cost included here) to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | | 133 | GRADED STONE AGGREGATE (WMM) - 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. | | 134 | DRY LEAN CC SUB-BASE - Construction of dry lean cement concrete sub base over a prepared subgrade 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 (Cost included here), finishing and curing etc. complete as per direction of Engineer-in- charge. | | 135 | RCC PAVEMENT OF MIX M-25 - Providing and laying RCC pavement of mix M-25 with ready mixed concrete (RMC) from batching plant or site batched design mix (with facility of providing computerized report) INCLUDING the cost of centering, shuttering and finishing but EXCLUDING the cost of reinforcement. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. The cost INCLUDES panel shuttering work and INCLUDING Providing and fixing pre-moulded joint filler in expansion joints of RCC roads pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) Note:- Cement content considered in M-25 is @ 330 kg/cum. Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. | | 136 | KERB STONE OF M- 25 GRADE - 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 as per relevant IS (like IS 383, IS 2116, IS 2250, etc.)), 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). | | 137 | 60 MM CC PAVER BLOCKS OF M-35 GRADE - Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of fine sand as per relevant IS (like IS 383, IS 2116, IS 650, IS 1904, IS 16144, etc.), compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand as per relevant IS (like IS 383, IS 2116, IS 650, IS 1904, IS 16144, etc.) and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer’s specifications & direction of Engineerin-Charge. 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | | 138 | 10 X 10 X 7.50 CM GRANITE STONE BLOCK - Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1cement:4 coarse sand (as per IS 2116)) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in charge. | | 139 | ANGLE IRON POST & STRUT - Supplying and fixing Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. | | 140 | CONCERTINA COIL - 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 are to be paid in respective item) | | 141 | TACTILE TILE - Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | | 142 | PU - TACTILE STRIPS - Providing and fixing coloured, preferably yellow PU - Tactile strips ( Guiding ) with 3 stems having stem dia of 6.0 mm & stem length between 20 - 25 mm, as ground surface indicators for the visually impaired persons on the pedestrian pathway as per manufacturers design / specification and as per harmonised guidelines complete in all respect and as per direction of Engineer-in-charge. | | 143 | PU - TACTILE STUDS - Providing and fixing coloured, preferably yellow PU - Tactile Studs Warning/Positional) with 1 stem having stem dia of 6.0 mm & stem length between 20 - 25 mm, as ground surface indicators for the visually impaired persons, on the pedestrian pathway as per manufacturers design / specification and as per harmonised guidelines complete in all respect and as per direction of Engineer-in-charge. | | 144 | 2.40 METRE HIGH TEMPORARY BARRICADING AT SITE - Providing and erecting 2.40 metre high temporary barricading at site; each panel of size 2.40mx2.40m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer- in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipment's and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). | | 145 | ROAD PAINT - 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. | | 146 | PAVING/ PARKING TILE - Providing and laying paving/ parking endura/ heavy duty industrial anti-skid tile of size 20 cm x 20 cm/ 30 cm x 30 cm of type R10/ R11 suitable for outdoor parking/ paving area approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., in all shapes & patterns including grouting the joints etc. complete as per direction of Engineer-in-Charge. | | 147 | SECTION K - ALUMINIUM AND STRUCTURAL GLAZING WORK Notes and Conditions for all the boq items under this subhead. Contractor/ Fabricator /Sub-Contractor shall be responsible to read the bill of quantity in conjecture with the Technical Specifications, Tender drawings, Architectural drawings or other related contract documents. Any discrepancy found in any of the document shall bring to notice of EIC and proceed upon the approval of Engineer-in-charge Rates inclusives of Contractor submitting the shop drawings of all the doors and windows full assembly types with all the details as required for fixing and joinery, hardware and accessories, method of installation and structural stability calculations based on the architectural design intent drawigs and get them approved by the Architect and EIC before any execution at site. All doors, windows, ventilators sections shall be polyester powder coated 50 micron in desired colour in matt finish as per the approval of Architect. All Extruded and other sections are to be of aluminum alloy grade He9, 6063 and shall conform to latest IS733, IS1285, IS5082, IS 7092-2, being of commercial quality and free from any defects impairing strength, durability and appearance along with certificate of primary biller original manufacturer as directed by Engineer-in-Charge. All dimensions mentioned in the drawing are approximate. Necessary allowance for fixing over stone/ wood/ tile or any other material as per the jamb details and also necessary allowances for fixing tolerances to be considered while manufacturing and fabrication. While manufacturing, actual site measurement shall be taken by the contractor. Necessary planning for fixing the unit has to be carried out by the Contractor without any extra cost. Payment shall be made per Kg basis. Aluminium sections such as shutter frames, track window / door frame/beading channel for glass adjustable louvers etc., shall only be measured linearly as per actual / finished cutting size nearest to centimetre and multiplied with approved sectional weight of the individual section and the total quantity of aluminium section will be arrived at for payment without any allowance for wastage. | | 148 | ALUMINIUM EXTRUDED TUBULAR AND OTHER ALUMINIUM SECTIONS - Providing and supplying aluminium extruded tubular and other aluminium sections FOR ALL HEIGHTS INCLUDING SCAFFOLDING COMPLETE as per the architectural drawings and approved shop drawings , the aluminium quality 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. | | 149 | IN POSITION SEMI (GRID) UNITIZED SYSTEM OF STRUCTURAL GLAZING - Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)- cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: b) 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. c) 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. (d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. | | 150 | (e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. 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 includes the cost of getting all the structural and functional design checked and all shop drawings VETTED by a STRUCTURAL DESIGNER of the structural glazing system duly approved by Engineer-in-charge. 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 capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh 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. | | 151 | HERMETICALLY SEALED DOUBLE GLAZING UNIT CONSISTING OF FLOAT GLASS 6 MM THK - Providing and fixing hermetically sealed double glazing unit in windows, ventilators and partition etc. consisting of float glass 6mm thick substrate with reflective coating on face # 2 (outer side), + 12mm Airgap + 6mm Clear Glass (inner side), both glass fully toughened of approved make and including EPDM gasket perforated aluminium spacers, dessicants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete. Float glass 6mm thick substrate wilh reflective coating on face # 2 (ouler side), + 12mm Airgap + 6mm Clear Glass (inner side) both glass fully toughened of approved make having properties as visible light transmittance (VLT) of 35 - 55 %, Solar Heat Gain Coefficient of not more than 0.62 and U value of not more than 1.8 W/m2 degree K etc. for cold climate in all direction, refer ECBC- 2017 for climate zone classification. | | 152 | ALUMINIUM COMPOSITE PANEL CLADDING - Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. | | 153 | (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, 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 curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium/ structural item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , 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. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | | 154 | EXTRA FOR OPENABLE IGU - Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer- in-Charge. | | 155 | SPIDER GLAZING SYSTEM - Design supply & installation of suspended Spider Glazing system designed 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 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, 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 designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. | | 156 | The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. 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. | | 157 | ANODISED EXTRUDED ALUMINIUM GRILL - Providing and fixing anodised EXTRUDED 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). | | 158 | SECTION L - WATERPROOFING WORK | | 159 | INTEGRAL CEMENT BASED WATER PROOFING TREATMENT - 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) Supplying, 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 (as per relevant IS (like IS 383, IS 2116, IS 650, IS 1904, IS 16144, etc.)) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer- in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand (as per relevant IS (like IS 383, IS 2116, IS 650, IS 1904, IS 16144, etc.)) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer- in-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. | | 160 | (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand as per relevant IS (like IS 383, IS 2116, IS 650, IS 1904, IS 16144, etc.)) 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. | | 161 | INTEGRAL CRYSTALLINE SLURRY OF HYDROPHILIC - Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in- charge. The product performance shall carry guarantee for 10 years against any leakage. | | 162 | FOR VERTICAL SURFACE - For vertical surface two coats @0.70 kg per sqm | | 163 | FOR HORIZONTAL SURFACE - For horizontal surface one coat @1.10 kg per sqm. | | 164 | SWELLABLE TYPE WATER STOP - Providing and applying of swellable type water stop tape, 19mm x 25mm thick in linear meter (expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc.. After cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running meter. Over the primed surface swellable type water stop tape shall be placed. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage. | | 165 | FIBRE REINFORCED PROOFING MEMBRA - Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineerin-Charge. | | 166 | WATER PROOFING TREATMENT IN SUNKEN PORTION - 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.) | | 167 | SECTION M - MISCELLANEOUS WORK | | 168 | GYPSUM PANEL PARTITION - Providing and laying Gypsum panel partitions 100 mm thick with water proof Gypsum panels of size 666x500x100 mm, made of calcite phosphor Gypsum fixed with tongue and groove edges and jointed with bonding plaster as per manufacturer’s specifications in superstructure above plinth level up to floor V level. Gypsum blocks will have a minimum compressive strength of 9.3 kg/cm2 | | 169 | ALUMINIUM PARTITION WORK - Providing and fixing in position opaque partition consisting of frame work in extruded aluminium sections 1.6 mm thick, of approx size 50 x50 mm , placed at center to center at not more than 600 mm vertically and 600 mm horizontally, joined using angle 35x35x 3 mm . Securely fixed to wall and , floor and ceiling complete in all respect . The rates shall be inclusive of cutting , punching of holes for drawings conduits and boxes for electrical works etc. Providing and fixing to aluminium frame work , Particle/ MDF / Ply Boards etc., fixed with fully threaded parallel shank screws at 200 to 300 mm centre to centre , on both sides of framework. Joints staggered on either sides of the partitions to avoid through joints complete as per directions of Engineer-in-Charge. (Ply Board work to be measured and paid separately in respective item). | | 170 | ALUMINIUM PANELLING WORK - Providing and fixing in position opaque panelling consisting of frame work in extruded aluminium sections 1.6 mm thick, of approx size 50 x25 mm , placed at center to center at not more than 600 mm vertically and 600 mm horizontally, joined using angle 35x35x 3 mm . Securely fixed to wall and , floor and ceiling complete in all respect . The rates shall be inclusive of cutting , punching of holes for drawings conduits and boxes for electrical works etc. Providing and fixing to aluminium frame work , Particle/ MDF / Ply Boards etc., fixed with fully threaded parallel shank screws at 200 to 300 mm centre to centre , on both sides of framework. Joints staggered on either sides of the partitions to avoid through joints complete as per directions of Engineer-in-Charge. (Ply Board work to be measured and paid separately in respective item). | | 171 | 12 MM THK TOUGHENED CLEAR GLASS - Providing and fixing in position 12 mm thk Toughened Clear Glass in partition panels by using various glass fittings of approved make (DORMA / HAFELE / HETTICH) to be fixed with necessary fittings on the ceiling duly finished without giving any load on the false ceiling by using necessary hardware of Dorma / Hafele make what ever necessary and required numbers to complete the job in all respect. Rate including cost of door opening with approval hardware such as patch fitting lock, handle etc of approved make but without cost of floor spring. Contractor is advised to submit working drawing with details of approved make patch fitting, sizes of glass panels etc and take approvals of consultants before execution of works. All complete as per detail drawing, as specified and as directed by Architect / Consultant / Engineer - In - Charge. | | 172 | 12 MM THK FRAMELESS TOUGHENED GLASS DOOR SHUTTER - Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including making necessary holes etc. for fixing required door fittings including all required fittings - SS 304 H-Type Pull Handle of size minimum 32 mm dia and 450 mm long, SS Bottom patch Lock with cylinder, SS floor mounted half dome door stopper of dia 45mm all complete as per direction of Engineer-in-charge (Cost of Door handle, lock and stopper etc.is included here except cost of floor spring). | | 173 | FILM ETCHING WITH PLOTTER CUTTING - Providing and fixing film etching with plotter cutting and application of 3MM/ LUMAR/ GARWARE make as per approved design on glass surfaces all complete as per instructions and patterns and design of the Architect/ Engineer-In-Charge. | | 174 | SINGLE LAYER OF 12MM THK BWP PLY - Providing and fixing Single layer of 12mm thick BWP Ply as per details on single side of the existing aluminium partitions framework or elsewhere as required as per drawing details/site requirement including taping jointing and groove etc complete and shall be provided as per the direction of EIC. | | 175 | 12MM THK COMMERCIAL PLYWOOD - Providing & Fixing 12mm thick commercial plywood on single side of the existing aluminium partitions framework or elsewhere as required as per drawing details/site requirement including taping jointing and groove etc complete and shall be provided as per the direction of EIC. | | 176 | 18 MM THK COMMERCIAL PLYWOOD - Providing & Fixing 18mm thick commercial plywood on single side of the existing aluminium partitions framework or elsewhere as required as per drawing details/site requirement including taping jointing and groove etc complete and shall be provided as per the direction of EIC. | | 177 | 12.5 MM THK GYPSUM DOUBLE SKIN FIRE RATED BOARD - Providing and fixing - Panelling with 12.5 mm thick Gypsum double skin fire rated board including taping and jointing complete (Rate Includes cost of two skin) | | 178 | MINERAL WOOL INSULATION - Providing and fixing infill of 50mm thick & min. 60 kg / m3 density Mineral Wool Insulation. Mineral wool packed in polyweave packets inside partition frame work fixed to wall with Clip, screw, rawel plug & washers and held in position by criss crossing GI wire etc. complete as per directions of Engineer-in-Charge. | | 179 | PUFF PANEL - Supply, fixing and Installation of external walls, doors made up 50mm thick Sandwich PUF panels with 0.5mm thick prepainted colour coated galvanised steel sheets on both sides with 50mm thick layer polyurethane foam (density 40 +-2 kg/m3) insulation manufactured on continous line. The wall panel will be joined with tongue and groove joint with all accessories like U-flashing, L-flashing made up of PPGI Sheet of thickness 0.5mm. The top finished surface of will have guard film/protection sheet for protection against scratches during handling and transportation complete in all respects to entire satisfaction of Engineer in charge | | 180 | THERMAL INSULATION - 24KG/M3 - Providing and fixing thermal insulation with Resin Bonded rock wool conforming to IS: 8183, having density 24 kg/m3, 50 mm thick,wrapped in 200 G Virgin Polythene Bags fixed to wall with screw, rawel plug & washers and held and in position by criss cossing GI wire etc. complete as per directions of Engineer-in-Charge. | | 181 | THERMAL INSULATION - 48KG/M3 - Providing and fixing thermal insulation with Resin Bonded rock wool conforming to IS: 8183, having density 48 kg/m3, 50 mm thick,wrapped in 200 G Virgin Polythene Bags fixed to wall with screw, rawel plug & washers and held and in position by criss cossing GI wire etc. complete as per directions of Engineer-in-Charge. | | 182 | UNDERDECK INSULATION - Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Rockwool conforming to IS: 8183,density 48 kg/ m3, 50 mm thick, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x 24 gauge wire mesh, for top most ceiling of building. | | 183 | VENEER PANELING Providing and fixing of 3.5 mm thick Ply Veneer cladding of Maple or approved shade on existing partitions/ panelling fixed with adhesive, matching grains and including spray applied matte melamine polishing, primer, groove etc. complete. Veneer to be fixed in panels of width as specified and 4mm grooves as per drawing including taping jointing and groove etc complete. Minimum Basic price of Veneer @ Rs.1000/ Sqmt + taxes | | 184 | GLOSSY/ MATT LAMINATE 1 mm thick - Supply and installation of approved shade Glossy/ Matt Laminated sheets of desired colour and shade including taping jointing and groove and glue/ adhesive to applied on laminate and ply etc. complete. Minimum Basic price of Laminate @ Rs.1700/ per sheet of 8'x4' + GST i.e. Rs. 580 per sqm | | 185 | DUCO PAINT - Supplying and providing Duco Paint on new work two or more coats including preparing surface and primer etc. complete | | 186 | 4/6 MM THK CHARCOAL BOARD - Providing and fixing - 4/6 mm thick charcoal board panel including taping jointing and groove etc complete | | 187 | 12 MM THK WOOD PARTICLE BOARD - Providing and fixing - 12 mm thick both sides Pre-laminated cement bonded wood particle board including taping jointing and groove etc complete | | 188 | 6/8 MM THK LACQUERED GLASS - Providing & fixing 6/8mm thick lacquered glass fixed with compatible neutral core silicon/ double sided tape on a perfectly leveled 12mm thick water proof plywood which is mounted on the RCC wall/any other structure. Lacquered glass shall be annealed premium GRIHA rated of approved color by engineer-in-charge, must be made industrially (via curtain coating process); opaque (if viewed against a support wall), coated with PU lacquer (25 micron thick); color consistency (measured by Minolta spectrophotometer CM5081); highly durable (passes PERSOZ hardness test for minimum 220 oscillations); humid resistant (conforms to BS EN 1036 1999); environmentally friendly (no lead, no arsenic, no copper, no formaldehyde); appropriate recycled content (12% post industrial / 6% post consumer); compressive strength (1000 MPa) & tensile strength (40 MPa),same as float glass to all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. | | 189 | 6 MM THK COMMERCIAL PLY - Providing and fixing - 6 mm thick commercial ply including taping jointing and groove etc complete | | 190 | FABRIC ROLLER BLIND - Providing and Fixing D’décor / Marvel / Vista / MAC (Blackout, Stardust Series) / Hunter Douglas or equivalent make Blackout (3-pass) Woven Fabric Roller Blind of approved shades in 100% polyester material and both sides visible coating in all sizes and for all Heights complete as required at site & as per the direction of Engineer in Charge / Architect. It should have 0% openness factor (Light Transmittance), fabric thickness should be 0.40-0.5 mm, fabric weight should be 400-500 grams per square meter and should be Flame retardant as per BS5867 Part 2, Type B performance and NFPA 701, moisture resistant, Lead free and with anti-microbial properties. Roller Upper Tube: Made of high strength extruded aluminum alloy, finish powder coated with min 60 micron coating, Size of 40 mm outer dia and wall thickness of min. 1.2mm, Special feature, it has end to end groove to hold fabric inside for better strength. Bottom Tube: Made of high strength extruded aluminum alloy, finish powder coated with min 60 micron coating, Size of 20 mm height and wall thickness of min. 1.2mm, Special feature, it has end to end groove to hold fabric inside for better strength. Control Unit: Made of high strength reinforced Nylon grade 6, consisting of outside sleeve and centre shaft, sleeve shall provide bearing surface of roller tube and rotate freely on centre shaft, providing smooth quiet and long wearing operations. Brackets: Fixing brackets is made of mild steel with zinc coating, made of thickness of min. 0.7mm. Ball Chain: Made of 2mm thickness polyester cord with molded 4.5mm round plastic balls. | | 191 | DECORATIVE WALLPAPER - Supply and fixing of decorative wallpaper on walls of approved shade of Wallpaper. Wallpaper to be sticked using Adhesives , including all necessary hardware required for it etc., complete as per the detail drawing. | | 192 | VINAYAL GRAPHICS - Supply and fixing of Vinayal graphics in walls Please Enable Macros to View BoQ information | | 193 | VINAYAL GRAPHICS - Supply and fixing of Vinayal graphics in walls Please Enable Macros to View BoQ information |
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