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| 1 | Works |
| 2 | EXCAVATION upto 1.50 Metre for foundation such as footing, pedestals, walls, drains, columns, ramps, plinth beams, cable trenches in Dense or Hard soil MECHANICALLY but other than hard rock including shoring, strutting, sorting out and stacking useful material, dewatering where required, cutting vegetation up to 1.5m ht if required and disposing off the excavated stuff upto all lead and lift. Note- All types of soil that can be removed by JCB/ Poclain bucket shall be classified under this item. |
| 3 | EXCAVATION 1.50 to 3.00 Metre for foundation such as footing, pedestals, walls, drains, columns, ramps, plinth beams, cable trenches in Hard Murrum MECHANICALLY but other than hard rock including shoring, strutting, sorting out and stacking useful material, dewatering where required, and disposing off the excavated stuff upto all lead and lift. |
| 4 | EXCAVATION 1.50 to 3.00 Metre for foundation such as footing, pedestals, walls, drains, columns, ramps, plinth beams, cable trenches in Soft rock not requiring blasting but other than hard rock including shoring, strutting, sorting out and stacking useful material, dewatering where required, and disposing off the excavated stuff upto all lead and lift |
| 5 | EXCAVATION 3.00 to 5.00 Metre for foundation such as footing, pedestals, walls, drains, columns, ramps, plinth beams, cable trenches in Soft rock including shoring, strutting, sorting out and stacking useful material, dewatering where required, and disposing off the excavated stuff upto all lead and lift |
| 6 | EXCAVATION 3.00 to 5.00 Metre for foundation such as footing, pedestals, walls, drains, columns, ramps, plinth beams, cable trenches in Hard rock including shoring, strutting, sorting out and stacking useful material, dewatering where required, and disposing off the excavated stuff upto all lead and lift |
| 7 | OIDC CONSTRUCTION CIVIL WORKProviding material and labor for Dewatering the trenches and releasing water 100m away from the toe line with diesel or electrical pump of suitable from any depth including cost of installation of pump, necessary pipeline and its maintenance. |
| 8 | FILLING with selected & approved available excavated earth (excluding rock) in excavated pits, trenches, in plinth, sub-base for of roads, drains, manhole, sumps, or where required with approved locally available materials including spreading in layers not exceeding 200mm, watering, ramming, compacting mechanically using 2 ton compactor etc, complete. Measurements for net volume of space occupied by filling. If desired by the engineer-in-charge the contractor shall at his own expense carry out modified proctor compaction test to determine the maximum dry density. The criteria for acceptance of filling shall be compacting to 95% modified Proctor density with use of mechanical roller/rammer etc complete as directed and instructed by Engineer-in-charge. Volume of material filled to be measured for payment. |
| 9 | FILLING with selected & approved Murrum material brought by Contractor from outside client's premises, including Identification of Borrow pits and including Royalty charges & or duties as per requirement of local authority, in foundations, excavated pits, trenches, in plinth, sub-base for of roads, drains, manhole, sumps, or where required with approved locally available materials including spreading in layers not exceeding 200mm, watering, ramming, compacting mechanically using 2 ton compactor etc, complete. Measurements for net volume of space occupied by filling. If desired by the engineer-in-charge the contractor shall at his own expense carry out modified proctor compaction test to determine the maximum dry density. The criteria for acceptance of filling shall be compacting to 95% modified Proctor density with use of mechanical roller/rammer etc complete as directed and instructed by Engineer-in-charge. Volume of material filled to be measured for payment. |
| 10 | Providing and laying RUBBLE SOLING wherever required in foundation and plinth including hand packing fillings interstices with chips and sand. Watering and compacting to consolidated thickness, etc complete as directed by engineer-in-charge |
| 11 | Providing material and labour for laying PLINTH PROTECTION including excavation of 30 cm depth and Filling with dry bricks bats of 20 cm thick and top layers C.C. 1:2:4 ( 1 cement 2 coarse sand: 4 graded stone aggregate 20m nominal size)50mm thk finished in proper grade and slop etc. complete as directed by engineer-in-charge |
| 12 | Carring out plinth treatment to post construction / existing structure by spraying chemical solution for termite control treatmentincluding labour and material consistment with I.S.I specification.Using Chlordene and Chiorpurfiles 20 EC. As Per 6131_paret-II Consentration Weight one percent is recommended i.e one LTR. 20 EC chemical emulsion with 19 liter give 1 % concrentration inclusive of one LTR. chemical emulsion appication at the rate of 5 LTR. chemical / Sqm of surface is recommended as per I.S. treated Plinth area of structure to be measured for payment as directed by engineer-in-charge |
| 13 | Providing and laying PLAIN CEMENT CONCRETE 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) in foundations and superstructure including, machine mixing, leveling compacting, curing and formwork if any, scaffolding, staging etc. complete as directed and instructed by Engineer-in-Charge. Volume of PCC laid to be measured for payment. |
| 14 | Providing and laying Dry Lean Concrete (DLC) of M15 grade with coarse aggregate not exceeding 25 mm nominal size, including mixing in batching plant/approved mixer, transporting, laying, spreading, compacting with vibratory roller, and finishing to required line, level, grade and camber, complete as per specifications and direction of Engineer-in-Charge. |
| 15 | Providing and laying separation membrane of 125 micron thick polyethylene sheet of approved quality over prepared surface, including cleaning of surface, laying the sheet with proper alignment, and providing necessary overlaps (minimum 150 mm) at joints.The membrane shall be laid flat without wrinkles, folds, or creases and properly secured to prevent displacement during subsequent operations. The work includes cutting, jointing, and placing in position complete as per specifications and direction of the Engineer-in-Charge. |
| 16 | Providing material and labour for laying machine mixed/machine batched/RMC controlled cement concrete M.250 using graded black trap stone aggregates of maximum 20mm nominal (down graded) size including fine aggregate confirming to IS 383 with minimum cement content as per IS456 (without flyash) for durability shall be followed as per approved design mix & latest IS456 for reinforced cement conrete work for all elements,all floors,all heights/depths, any lead and lift including cost of formwork with sheathing steel or form finish ply shuttering , scaffolding, staging, vibrating, compacting, finishing and curing complete but excluding cost of reinforcement for reinforced concrete work in Foundations, footings, Base of columns and Mass concrete, as directions of Engineer in charge Complete.Preliminary cubes to be prepared on award of work and to be tested to meet the specified requirement for M25 mix, design mix to be approved by the Engineer-in-charge/Architect. Concrete placing shall be done with utmost care, the free drop height shall not exceed 1.5m, and concrete shall be vibrated with immersion type vibrators having frequency not less than 7000 vibrations per second in methodical method so as all points of structures are covered. Free concrete surface shall be covered with Hessian cloth and kept wet. |
| 17 | Providing material and labour for laying machine mixed/machine batched/RMC controlled cement concrete M.250 using graded black trap stone aggregates of maximum 20mm nominal (down graded) size including fine aggregate confirming to IS 383 with minimum cement content as per IS456 (without flyash) for durability shall be followed as per approved design mix & latest IS456 for reinforced cement conrete work for all elements,all floors,all heights/depths, any lead and lift including cost of formwork with sheathing steel or form finish ply shuttering , scaffolding, staging, vibrating, compacting, finishing and curing complete but excluding cost of reinforcement for reinforced concrete work in Columns, Pillars posts and struts etc complete as directed by Engineer-incharge. Preliminary cubes to be prepared on award of work and to be tested to meet the specified requirement for M25 mix, design mix to be approved by the Engineer-in-charge/Architect. Concrete placing shall be done with utmost care, the free drop height shall not exceed 1.5m, and concrete shall be vibrated with immersion type vibrators having frequency not less than 7000 vibrations per second in methodical method so as all points of structures are covered. Free concrete surface shall be covered with Hessian cloth and kept wet. |
| 18 | Providing material and labour for laying machine mixed/machine batched/RMC controlled cement concrete M.250 using graded black trap stone aggregates of maximum 20mm nominal (down graded) size including fine aggregate confirming to IS 383 with minimum cement content as per IS456 (without flyash) for durability shall be followed as per approved design mix & latest IS456 for reinforced cement conrete work for all elements,all floors,all heights/depths, any lead and lift including cost of formwork with sheathing steel or form finish ply shuttering , scaffolding, staging, vibrating, compacting, finishing and curing complete but excluding cost of reinforcement for reinforced concrete work in Lintels, Beams, Girders and Cantilever etc complete as directed by Engineer-incharge.Preliminary cubes to be prepared on award of work and to be tested to meet the specified requirement for M25 mix, design mix to be approved by the Engineer-in-charge/Architect. Concrete placing shall be done with utmost care, the free drop height shall not exceed 1.5m, and concrete shall be vibrated with immersion type vibrators having frequency not less than 7000 vibrations per second in methodical method so as all points of structures are covered. Free concrete surface shall be covered with Hessian cloth and kept wet. |
| 19 | Providing material and labour for laying machine mixed/machine batched/RMC controlled cement concrete M.200 using graded black trap stone aggregates of maximum 20mm nominal (down graded) size including fine aggregate confirming to IS 383 with minimum cement content as per IS456 (without flyash) for durability shall be followed as per approved design mix & latest IS456 for reinforced cement conrete work for all elements,all floors,all heights/depths, any lead and lift including cost of formwork with sheathing steel or form finish ply shuttering, scaffolding, staging, vibrating, compacting, finishing and curing complete but excluding cost of reinforcement for reinforced concrete work in Slabs, landing, shelves and Cantilever etc complete as directed by engineer-incharge.Preliminary cubes to be prepared on award of work and to be tested to meet the specified requirement for M20 mix, design mix to be approved by the Engineer-in-charge/Architect. Concrete placing shall be done with utmost care, the free drop height shall not exceed 1.5m, and concrete shall be vibrated with immersion type vibrators having frequency not less than 7000 vibrations per second in methodical method so as all points of structures are covered. Free concrete surface shall be covered with Hessian cloth and kept wet. |
| 20 | Providing material and labour for laying machine mixed/machine batched/RMC controlled cement concrete M.250 using graded black trap stone aggregates of maximum 20mm nominal (down graded) size including fine aggregate confirming to IS 383 with minimum cement content as per IS456 (without flyash) for durability shall be followed as per approved design mix & latest IS456 for reinforced cement conrete work for all elements,all floors,all heights/depths, any lead and lift including cost of formwork with sheathing steel or form finish ply shuttering , scaffolding, staging, vibrating, compacting, finishing and curing complete but excluding cost of reinforcement for reinforced concrete work in Slabs, landing, shelves and Cantilever etc complete as directed by Engineer-incharge.Preliminary cubes to be prepared on award of work and to be tested to meet the specified requirement for M25 mix, design mix to be approved by the Engineer-in-charge/Architect. Concrete placing shall be done with utmost care, the free drop height shall not exceed 1.5m, and concrete shall be vibrated with immersion type vibrators having frequency not less than 7000 vibrations per second in methodical method so as all points of structures are covered. Free concrete surface shall be covered with Hessian cloth and kept wet. |
| 21 | Providing material and labour for laying machine mixed/machine batched/RMC controlled cement concrete M.250 using graded black trap stone aggregates of maximum 20mm nominal (down graded) size including fine aggregate confirming to IS 383 with minimum cement content as per IS456 (without flyash) for durability shall be followed as per approved design mix & latest IS456 for reinforced cement conrete work for all elements,all floors,all heights/depths, any lead and lift including cost of formwork with sheathing steel or form finish ply shuttering, scaffolding, staging, vibrating, compacting, finishing and curing complete but excluding cost of reinforcement for reinforced concrete work in WALLS from top foundation level to all levels etc complete as directed by Engineer-incharge.Preliminary cubes to be prepared on award of work and to be tested to meet the specified requirement for M25 mix, design mix to be approved by the Engineer-in-charge/Architect. Concrete placing shall be done with utmost care, the free drop height shall not exceed 1.5m, and concrete shall be vibrated with immersion type vibrators having frequency not less than 7000 vibrations per second in methodical method so as all points of structures are covered. Free concrete surface shall be covered with Hessian cloth and kept wet. |
| 22 | Providing and executing the work for M-25 Grade trimix concrete floor including finishing and curing of R. C. slabs/floor/road of any thickness or plain cement concrete of any thickness using VACUUM DEWATERING system in a way as specified by the manufacturer of equipment in alternate panels of size specified in dwg, & power toweling the same to achieve the finish specified in the drawing. Adequate precaution to be taken to ensure that groove cutting, 6mm wide x 25mm deep, is taken up as per schedule after completion of finishing, in case if groove cutting not taken up as per schedule, entire finish floor may be qualified for rejection & may have to be re-done, dismantling finished concrete at no cost to client. Volume of concrete poured to be measured for payment. Cost shall also include Providing hard topping on flooring with Nitoflor of Fosroc or Master Top 200 of BASF or approved equivalent make at 5kg/M2 on surface, tremix flooring & cost shall also include goorve cutting and filling with polysulphide sealent for flooring/Bitumious for road filling material, etc.Providing & fixing MS round bar as dowels in CONCRETE FLOOR for EXPANSION JOINTS with over size PVC sleeve & cap filled with rock wool as per drawings and details - as per IS 2062, etc completed as per the direction of engineer-in-charge. 200MM thickness to be considered for quotating rate |
| 23 | Providing and laying in position Pavement Quality Concrete(PQC) of M40 grade with design mix, using cement, graded coarse aggregate and fine aggregate, admixtures if required, in approved proportions, including batching in batching plant, mixing, transporting, laying with slip form/fixed form paver, compacting with vibratory arrangement, finishing to required line, level, grade and camber, including providing, placing and fixing of dowel bars, tie bars, joint filler, cutting of joints and sealing with approved sealant, curing, etc. complete in all respects as per specifications and direction of Engineer-in-Charge. |
| 24 | Providing, laying and fixing in position REINFORCEMENT High yield deformed bars/TMT/ FE500/FE500D/FE550 for R.C.C. works at all levels including cutting, bending and binding with 16 gauge M.S. annealed wire, providing cover blocks of C.M. 1:2 Embedded with binding wire etc. complete. The reinforcement detailing to IS 456 or, if specified by engineer, shall conform to IS: 13920 (Ductile detailing of R. C. Structures), bars as per IS 1786 the rate shall be inclusive of executing such detailing. Laps to be measured shall be as shown in drawing and for reinforcement length longer than available in market. Chairs, pins and laps other than that specified shall not on be measured and paid for. No extra to be paid for height, rate remains same at all levels, complete as per drawings, specification, direction of engineer-incharge. Make: TATA, SAIL, JSW or as approved by engineer-in-charge Complete. |
| 25 | Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to 300 micron to reinforcement bars as per IS- 13620-1993/ASTM-775 M including testing of coating at plant and all taxes as directions of chief engineer in charge Complete. (A) 8mm to 32mm dia bar |
| 26 | Providing material & labour for laying Rebar in Existing Column, Beam and Slab including all dia. Of bars 8mm to 32mm as per drawing and specification as directions of Chief Engineer in charge Complete. Make Hilti or Fischer or its equivalent as approved by engineer-in-charge |
| 27 | Brick work using common burnt clay building bricks including scaffolding, raking of joints, curing using first class bricks having min. comp. Strength 35 kg/cm2 of approved manufacturer in foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B)ConventionalAll bricks and shall be soaked in water for at least 24 hours before use. bricks used for masonry work shall be as available locally, but approved before start of work. volume of masonry to be measured for payment. |
| 28 | Providing & fixing LIGHT WEIGHT MASONRY BLOCKS of- Sand Based Autoclaved Aerated Concrete blocks (AAC Blocks) of any thickness using Epoxy based jointing adhesive of approved make, upto all floor level/all heights, masonry walls in jointing mortar, complete as per Technical specification, density of blocks shall not exceed 700 kg/cum, using bonding material supplied by the manufacturer as per their instructions, including necessary scaffolding for fixing, in line & level. Volumne of blocks erected to be measured for payment. R.C.C. coping of size-wall thickness x 300mm ht. at 2.4m intervals shall be provided including reinforced with 4 Numbers 12mm diameter horizontal bars and 8mm diameter at 150 c/c ties. R.C work not to be measured separately but included in rate. other specifications as directions of Engineer in Charge Complete |
| 29 | Providing & fixing White stone Bela masonry Block in course in super structure with stone of approved guality in Cement Mortar 1:5 (1-Cement : 5- course sand) including Racking the joints etc. complete |
| 30 | Providing and laying 10mm thick in single coat CEMENT PLASTER in (i)Cement mortar 1:3 (1-cement:3-sand) at all height/all floors to internal surfaces of all elements, walls, R.C.C. work, Ceiling,[backing coat at places where glazed or ceramic tiles are to be fixed etc]. including hacking of concrete surfaces, racking of joints, scaffolding, curing, providing chicken mesh at all necessary joints, etc. complete. Final finished surface shall be little rough , so it has proper bonding to paint putty.The surfaces to be plastered to be hacked immediately on de-shuttering. The Brick/ RCC surface to be plastered to be cured sufficiently before start of plaster. Initial bare surface area to be Plastered shall be measured for payment unless noted otherwise, etc as directions of Engineer in charge Complete. |
| 31 | Providing and laying 20mm thick SANDFACED CEMENT PLASTER of required grain finishing upto all height/all floors including grooves, pattas etc. in two coats having the the base coat of not less than 12 mm thickness in CM 1:3 (1-cement : 3-sand) & finished coat 8 mm thk, in CM 1:1 (1-cement : 1-sand) to external surfaces of concrete & masonry including hacking of concrete surfaces, racking of joints, scaffolding, curing, providing chicken mesh at all necessary joints, etc. complete. Rate shall include addition of “Impermo” water proofing compound or equivalent as approved by engineer-in-charge, providing, adding & mixing of fine fibrillated 100% virgin polypropylene fibers in cement mortar to form homogeneous mixture @125 gms per a bag of cement in both the coats of plaster, 12mm long fibers shall be used in first coat & 6mm long fibers shall be used in second finished coat. providing drip mould 40mm wide and 12mm thick in cement mortar 1:3 on soffit of chajjas, canopies, gutters etc.complete. as directions of Engineer in charge Complete.The surfaces to be plastered to be hacked immediately on de-shuttering. The Brick/ RCC surface to be plastered to be cured sufficiently before start of plaster. Initial bare surface area to be Plastered shall be measured for payment unless noted otherwise, etc as directions of Engineer in charge Complete. |
| 32 | Providing material and labor for applying Two coats of gypsum upto 8-10mm thickness for getting undulation free surface and accurate plumbness in walls. including providing grooves as per architectural drawings at all the edges of windows/Doors with neat finish on new/existing wall surface to give an even shade including thoroughly brushing the surface free from mortar dropping and other foreign matter and sand papered smooth.make the surface uniform and levelled and must be without any undulation as directed by engineer in charge complete.Make: Diamond gypsum or as approved by engineer-in-charge. |
| 33 | Providing material and labor for applying Two coats of acrylic putty upto 2mm thickness for getting undulation free surface and accurate plumbness in walls. including providing grooves as per architectural drawings at all the edges of windows/Doors with neat finish on new/existing wall surface Work includes surface cleaning, removal of loose particles, minor leveling, and application of putty in one or more coats to accurately achieve the required thickness. After proper curing, the surface will be sanded to a smooth, even finish suitable for painting. Thickness will be checked for accuracy throughout the application to ensure compliance with project specifications. |
| 34 | ALUMINIUM WORKS - Providing material and labour for fixing in position frames, shutter for any type of aluminium work for any type of door, window, partition, made out of any type of aluminium sections of approved make having minimum 50 micron pure polyester powder coating of approved shade, texture & colour of approved make for all floors, all levels, all heights, all shapes, all sizes including cutting, bending, crimping, fabricating in best workmanship manner etc as per the drawing, specification and as directed by Architect or Engineer-in-Charge. Contractor shall prepare shop drawing based on concept drawing and get approved from the consultants before procurement of material. All loose material shall be approved. Mockup of one/two window shall be executed as per approved shop drawing with all hardware. Work shall carried out as per the approved shop drawings, approved mock-up and approved sample. Actual weight of installed Aluminium sections (for using fabrication without considering any wastage) shall only be measured and shall be considered for the payment. Glazing shall be paid as seperate item. Contractor shall provide guarantee for stability, water tightness etc for 12 months after defects liability period. Rate shall be inclusive of providing aluminium sections, cutting, fabrication, errection and fixing to the best workmanship manner, including 1) Sheet metal screws and casted solid aluminum corner cleats fixed with external byttins with a spring for rapid and secure joint assembly for casement and sliding shutter and frame; 2) Glazing clips for receiving infill panel; 3) Best quality wool pile where ever shutter touches the frame and compatible microwave cured EPDM rubber; 4) Dash Anchor fasteners of HILTI HRDUGT or equivalent for fixing the frame assembly to the RCC or masonry surfaces. Minimum 1 anchor fastener shall be used for every 600 mm length of section for stability of frame. 5) 10mm GI tie rod for connecting vertical stile at top and bottom for aluminum door shutter and 4mm thick solid aluminium corner cleat of full thickness of section for connecting style and horizontal rails; 6) providing and fixing packing (rough ground) in full periphery/ at every 600mm c/c with average 6 mm thick PVC spacer/ compact sheet of width (equal to section width less 30mm for backer rod and sealant); 7) Filling the gap between wall and frame on both sides (outside and inside) with polyethylene baker rod of avg. 10 mm thickness of approved make and color and then sealing the remaining gap with neutral grade G/M (Glazed & Metal) weather silicon sealant of approved make and color. 8) Termite treated seasoned teak wood as infill material to installe hardware in door shutter and frame as and when required, etc as per directions of Engineer in charge Complete. Make:- Cardinal series, Jindal or equivalent as approved by chief engineer |
| 35 | Providing & Fixing Louvers and Fins (made out of Aluminium Section)Providing, fixing, designing aluminium fixed louver of any type of louver section of approved make having minimum 50 micron polyster powder coating on all the surfaces of approved shade, texture & make as per manufacturer's specifications. Contractor shall submit the shop drawing for louver/ fins based on concept design/ drawing and as per elevation. Aluminium louver section shall be fixed on aluminium framing/ carrier/ panel/ GI clip and necessary sub structure with required fastners, hardware as per approved shop drawing etc complete for all floor, all height including scaffolding as directed by engineer in charge. Louver, framing and sub structure shall be in proper line, level and plumb. Necessary MS work shall be paid in relevant tender item. |
| 36 | Providing material and labor for Structural steel work (Confirming to IS 4923-1997) riveted, bolted or welded in builtup, conventional, Hollow section, etc for all type sections, in framed work, railing work, any type of fabrication work, including cutting, hoisting, fixing in position and applying a priming coat &two coat applying synthetic enamel paint of approved steel primer all complete as per the structural designs and as directions of Engineer- in -Charge Complete. |
| 37 | Providing and fixing in position Stainless steel Railing, The railing is made of stainless steel AISI 304 with a polished finish. Glass: The glass used for the railing should be toughened glass with a thickness of 10mm. The glass will frosted as approved by architect.The height of the railing is 36 inches (914mm).Baluster spacing: The spacing should meet safety standards.Handrail: It should be at least 1.5 inches (38mm) in diameter made of stainless steel materials.Anchors: The railing is anchored to the floor or the side of the staircase using stainless steel anchors. for quotation consider Stainless steel consumption of 9 kg per Running meter, Railing height 1.0 Mtr, Toughned glass consuption 1 sqm per running meter. |
| 38 | Providing, fabricating, supplying and fixing Mild Steel (MS) grill for windows, complete with all materials, labour, welding, cutting, grinding, painting and installation as per drawings and instructions.The grill shall be made using mild steel sections such as flats, round bars, square bars or hollow sections. The steel used shall conform to IS 2062 Grade A or IS 1079.The grill shall be fabricated exactly as per approved architectural drawings. All joints shall be fully welded and ground smooth. Suitable MS lugs or holding brackets of minimum 12 mm thickness and 25 mm width shall be provided for fixing into the wall or window frame. Fixing shall be done with grouted bolts, anchor fasteners, or holdfasts in PCC or non-shrink grout. Welding directly to aluminium frames shall not be permitted, and only bolted connections with washers shall be allowed when grills are fixed to aluminium windows.The design must allow smooth operation of window shutters and proper cleaning without obstruction.All steel surfaces shall be cleaned properly to remove rust, oil, dust and mill scale. After cleaning, one coat of zinc chromate red oxide primer conforming to IS 2074 shall be applied. Two coats of synthetic enamel paint of approved shade conforming to IS 2932 shall then be applied. The total finished paint thickness shall be adequate to protect the steel from corrosion.The rate shall be inclusive of all materials, wastage, labour, fabrication, brackets, fasteners, grinding, primer, paint, equipment, scaffolding and transportation, and nothing extra shall be paid for these works, complete as directed by engineer-in-charge |
| 39 | Supply, installation, testing and commissioning of a complete Sliding Motorized Gate Automation System consisting of a heavy-duty sliding gate operator (230V AC, electromechanical, IP55-rated, thermal overload protected) suitable for sliding gate weight up to 1200 kg, equipped with a microprocessor-based control panel featuring soft-start/soft-stop, adjustable opening/closing speed, programmable auto-close timer, obstruction auto-reverse, magnetic/mechanical limit switches, and manual release mechanism for emergency operation. System shall include high-strength galvanized steel/nylon gear racks, heavy-duty base plate and mounting hardware, infrared photocell safety sensors, LED flashing warning lamp with antenna, remote controls (minimum 2 nos., rolling-code type), external push-button station, emergency stop switch, surge protection device, cable trays/conduits, complete power and control wiring, weatherproof junction boxes, proper earthing, and all civil, alignment, testing, adjusting, and commissioning works necessary to deliver a fully functional, safe, and reliable automatic sliding gate system. Rate is to be provided only for providing automation system. Gate measurement and weight to be paid in relevent tender item and not to be included in this cost. |
| 40 | Providing and fixing factory-made PVC laminated door shutter, 30 mm thick, made of engineered core panel construction, manufactured as per IS: 4020. The shutter shall consist of a rigid framework with stiles and rails of treated engineered wood, bonded with waterproof synthetic resin adhesive conforming to IS: 848. The infill core shall be solid composite block board as per IS: 1659. The shutter faces shall be factory-laminated with 1.0 mm ± 0.1 mm thick PVC foil/laminate sheet, thermo-compressed and bonded uniformly on both sides using hot‐melt adhesive technology. The laminate finish shall be smooth, waterproof, termite and borer resistant, and shall include decorative wood-grain/plain texture. All exposed edges, cut-outs and joint edges shall be sealed with matching PVC edge beading and welded/sealed using heat-press or solvent-bonding to ensure moisture proofing.Shutter shall be supplied with provision for locking arrangement, hinges, and hardware fixing, including required solid backing/packing inside stiles and lock rail, ensuring adequate screw holding strength. The complete shutter shall meet physical strength/performance criteria mentioned in IS: 4020 for impact, deflection, squareness, water resistance and adhesion tests.Rate shall include: complete factory-manufactured door shutter with PVC laminate, inner core construction, sealing of edges, provision for hardware, delivery at site and installation including adhesive, nails/screws, etc.Note: Door frame and architectural hardware (hinges, tower bolt, lock, handles, door stopper, etc.) shall be paid separately under respective item |
| 41 | Providing and fixing 8mm thick clear toughened glass for doors, windows, partitions, glazing, full-height panels, or similar work, including all labour, materials, fixing accessories and scaffolding, complete as directed by the Engineer-in-Charge.The glass shall be 8mm thick clear float glass, heat-treated through a controlled toughening process, achieving a minimum strength of 4 to 5 times that of normal float glass. The toughened glass shall comply with IS 2553 (Part 1): Safety Glass for Architectural Use and IS 14900 (Safety Glass and Glazing System). Glass edges shall be machine-polished, smooth and free from sharpness. No chipped edges, waves, bubbles, or optical distortion shall be accepted.Glass shall be toughened at an approved factory with heat soak test wherever specified. Each piece used at site must bear the manufacturer’s permanent marking/stamp, ensuring identification of grade and make.The glass shall be installed using approved stainless-steel patch fittings, U-channel, glazing clips, EPDM rubber gaskets, aluminium channels, hinges, or spider fittings as applicable. All fixing accessories shall be non-corrosive, made of SS 304 grade minimum. For framed systems, fixing shall be with EPDM gaskets and neutral-cure silicone sealant, ensuring air-tight and water-tight joints.For door systems, suitable floor spring, door handle, lock, pivot, top patch, bottom patch and stopper shall be installed as per design. Any hardware specified separately shall be paid under respective items.Work includes cutting, edge finishing, toughening, handling, transportation, lifting, installation and cleaning. Any breakage during transportation or fixing shall be replaced by the contractor at no extra cost.Measurement shall be taken in square metres (m²) of actual installed glass area in position. Hardware, frame sections, door fittings and supports shall be measured and paid separately, wherever applicable.Approved makes for glass are Saint-Gobain, Asahi India (AIS), Pilkington, Guardian, Modi Guard, or any equivalent make approved by the Engineer-in-Charge. Please Enable Macros to View BoQ information |
| 42 | Providing and fixing 8mm thick clear toughened glass for doors, windows, partitions, glazing, full-height panels, or similar work, including all labour, materials, fixing accessories and scaffolding, complete as directed by the Engineer-in-Charge.The glass shall be 8mm thick clear float glass, heat-treated through a controlled toughening process, achieving a minimum strength of 4 to 5 times that of normal float glass. The toughened glass shall comply with IS 2553 (Part 1): Safety Glass for Architectural Use and IS 14900 (Safety Glass and Glazing System). Glass edges shall be machine-polished, smooth and free from sharpness. No chipped edges, waves, bubbles, or optical distortion shall be accepted.Glass shall be toughened at an approved factory with heat soak test wherever specified. Each piece used at site must bear the manufacturer’s permanent marking/stamp, ensuring identification of grade and make.The glass shall be installed using approved stainless-steel patch fittings, U-channel, glazing clips, EPDM rubber gaskets, aluminium channels, hinges, or spider fittings as applicable. All fixing accessories shall be non-corrosive, made of SS 304 grade minimum. For framed systems, fixing shall be with EPDM gaskets and neutral-cure silicone sealant, ensuring air-tight and water-tight joints.For door systems, suitable floor spring, door handle, lock, pivot, top patch, bottom patch and stopper shall be installed as per design. Any hardware specified separately shall be paid under respective items.Work includes cutting, edge finishing, toughening, handling, transportation, lifting, installation and cleaning. Any breakage during transportation or fixing shall be replaced by the contractor at no extra cost.Measurement shall be taken in square metres (m²) of actual installed glass area in position. Hardware, frame sections, door fittings and supports shall be measured and paid separately, wherever applicable.Approved makes for glass are Saint-Gobain, Asahi India (AIS), Pilkington, Guardian, Modi Guard, or any equivalent make approved by the Engineer-in-Charge. Please Enable Macros to View BoQ information |
