Tender For Construction Of Sports Complex, Assandh, Assandh-Haryana

TDR : 55270105

Tender Notice
Corrigendum Details
BOQ

17 Days Left

Assandh , Haryana

Tender Brief : Corrigendum : Tender For Construction Of Sports Complex, Assandh

Document Fees
₹ 10000 /-

EMD
₹ 3474114.0 /-

Tender Value
₹ 17.37 Crore /-

Submission Date
19-05-2026

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !

Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	30-04-2026	Corrigendum	Technical Bid	19-05-2026

Name of Work:- Construction of Sports Complex, Assandh

Sl. No.	Item Description
1	(i) 6 No. Ornamental Design FRP pillar FRP base pedestal with vertical fitted design having base width of size 260mm x 260mm and height 900mm having 4 no. of size 15mm drilled in the base with hold fasts and having B class vertical m.s pipe of size 89 mm and height 2890mm, the central m.s pipe having FRP capital suitably mounted at appropriate height complete as per design enclosed. Complete pillar suitably grinded spray primered and subsequently spray painted with two coats of enamel paints is required shade. (ii) 12 No. spndred and 6 no. Friezes Floral and Ornate decorative design combination of spandrel and frieze, matched to be suspended between two m.s pillars as per the design copy enclosed. The spandrel (L-Bracker) having length 310mm and height 300mm the frieze (Top Panel) height 220mm and length as per the size of the gazebo. The frieze mounted on m.s tabular pipe frame of size 40mm x 25mm, frieze properly welded to the column pollars at either ends. Complete set of spandrel and frieze uniformly grinded spray primered, spray painted with two coats of enamel paint.
2	Providing and installing synthetic sports surface for outdoor purpose. 9 layered rubberized synthetic sports utility surface done with specialized techniques and applicators orver bituminous surface. Bituminous surface is extra. Including all markings. Make: Master Frogg System or equivalent
3	Supply and installing 24mm EPDM System for atletic track. 18mm SBR/R Grade and 6mm EPDM granules laid in-situ with PU Binder
4	Supplying and installing standard poles and nets for various sports to be fixed in position in the field of play.-Basketball
5	Supplying and installing standard poles and nets for various sports to be fixed in position in the field of play.-Lawn Tennis
6	Supplying and installing standard poles and nets for various sports to be fixed in position in the field of play.- Volleyball
7	Supplying and installing standard poles and nets for various sports to be fixed in position in the field of play.-Badminton
8	Providing and fixing 2” x2” GI Chain Link jaali, 12 gauge. All Vertical pipes are 50 NB, 14 gauge, spaced at 10` gauge. All Horizontal pipes are 40 NB, 14 gauge. 10’ fencing all around, pipes at base, middle and top, fixed in M25 concrete on brick toe wall to fully support the anchor, duly painted green color. Prices include erection, primer and painting, hardware and welding.
9	Providing imported water pusher. 1.5m, Aluminium Alloy
10	Providing imported sponge roller Silver Gray, Iron Material, Powder coated.
11	Providing and laying water based Self Levelling compound.laid with a precision of plus -0.5mm on horizontal surface using rollers of varying size.
12	Providing and laying vinyl flooring mat for sports purposes including its marking, filling joints with hot compund thread. Vinyl Sports MatThickness – 6 mm,· Standard Size – 1.8 mtrs x 15 mtrs / Roll, · Coverage – 291 Sq. ft. / Roll. · Colors Availabe:- Green, blue, Red, Grey, Maplewood, and Oakwood.
13	LED post tops Bajaj BGCP 45W LED WW or similar make as per satisfaction of engineer in charge.
14	Supply and installation of Blue Star 40 Liter Stainless Steel Plain and Cold Water Cooler Model PC480-40 Liter Cooling, 80 Liter Storage
15	Supplying and installation of Commercial RO System Capacity of 30LPH including 1yr AMC
16	Providing Philips LED 4` batten light.
17	Indoor LED Lighting for Sports Arena- Specs 118Watt,14300 lumen Make Phillips BY415 LED 145S or similar make as per satisfaction of engineer incharge.
18	Supply installation of SS Cutout letters, 100 mm thiknes for main sing board at a hight about 5m to 6m fixed on appropriate hardware and clamps over concrete surface. Complete in all respect including shuttering etc. Text height 350-400 mm with times new roman style.
19	Supply and Paisting of self adhesive asphalt Roof Shingles in desired color in complete all Respect Make Saint Gobain or equivaent
20	Providing and fixing cut outs in 3-4 mm thick MS sheet in desired shape and size representing Sports pose and yogic posture at 1:2 human scale fixed on walls through anchor fastener, powder coated in desired colors.
21	water proof composite Laminated partition board for toilet cubicle with PVC hardware. I/C Supplying and Installation. Standard 7ft height raised at 6` height from flooring using appropriate space/ stands.
22	CHEST PRESS DIMENSIONS: - 2M (L) × 0.71M (W) × 2.15M. (H). Chest press equipment made up of `B` Class G.l. pipe of different 427201 NB. NB stands for Nominal Bore Sizes I.e. Internal Diameter of including pipe in millimeters The centerpipe is of 100NB made up of `B` Class G.. pipe. The bottom welded with support of M.S. round plate of 0250 mm and 10mm thickness. The connecting pipes are made up from 25NB `B` class G.l. pipe. The handle frame is made up from 32NB `B` class G.l. pipe. To build structure bushes are used which are made from MS seamless pipe of 60mm O.D. and 5mm thickness as well as 60mm diameter solid bar bush is used. The foundation used for fixing is a structure and made from center pipe of G.I. of 80 NB `B` class Welded with M.S. round plate of 0250 mm and 10mm thick. Main pipe supported with 25 mm X 25mm M.S. angles of 3 mm thickness and 20mm x 40mm CRC square pipes of 3mm thickness. The seats and Back rests are fitted on the outer frames are made up of M.S. Sheet of size 330 mm X 300 mmX2mm thickness and deep drawn and pressed in tools and dies to have uniform radius of 20 mm with no sharp edges. Closing Caps are made up of high quality Fiber reinforced Plastic material. Foundation cover Closing Cap is made from FRP Material with O The powder coating is done with Pure Polyester powder of ,Ackzonoble or Berger. with 60 to 70 micron thickness
23	`CROSS TRAINER DIMENSIONS: - 1,32M (L) x 0.6M (WI x 1.75M.(H). Cross trainer equipment made from ``B`` Class G.I. Pipe of BONB ``B° Class G.. Pipe with single bend pipe with 250mm radius. of M.S. round plate of 0250 mm and 10mm thick. The Handle Frame is made up of 25NB ``B`` Class G.I. Pipe. M.S. round plate of 0250 mm and 10mm thick. Main pipe supported with 25 mm X 25mm M.S. angles of 1.2 mm thickness and 20mm x 40mm CRC square pipes of 1.2mm thickness. To build structure bushes are used which are made from M.S seamless pipe of 60mm OD. with 5 mm thickness. The footrests are made from casting material of size 130 mm X 310mmX5mm thickness and mounted on M.S. Plate of Size 130mmx310mmx3mm thick Closing Caps are made up of high quality Fiber reinforced Plastic material. Pins used of Diameter 35mm, 25mm, and 17mm are made up from bright material. The Bearings used are of ``6007``, ``6205`` and with 150 x 150 x 5 mm MS plate for nut bolting with stand.Powder coated 40 microns fixed in cc foundation`
24	`AIR WALKER DIMENSIONS: - 1.72M (L) x 0.63M (W) * 1.75M(H)Sky Walker Equipment made from ``B`` class G.I. Pipe of different NB. 80mm NB made from ``B* Class G.I. Material which is bend at the radius of 250mm. The leg movement frame is of 50 x 50mm x 3mm thick CRC square pipe. Sleeves are made up of 100 mm OD M.S. pipe with thickness 5mm. This results in easy replacement of bearings, bearings used are ``6205er`` are permanent lubricated sealed bearing of reputed brand. High tensile steel with galvanized nuts and bolts are used for assembly. The cerclips used for assembly are of A24 type. The powder coating is done with Pure Polyester powder of The powder coating is done with Pure Polyester powder of Ackzonoble or Berger. with 60 to 70 micron thickness`
25	SHOULDER BUILDER DIMENSIONS: • 0.9M (L) x 0.9M (W) 1.580M (H). Shoulder Builder Equipment made from `B` Class G.l.including GST pipe of different NB.100mmB made from `B`` Class G.l. pipe, and the bottom support of M.S. Round plate of 250 mm diameter and 10mm thickness. The handle movement frame is of 25mm NB made from `B` Class G.I. pipe. The foundation used for fixing is a structure and made from center pipe of G.I. of 80mm NB`B`or `B° class welded with M.S. round plate of 0250 mm and 10mm thick. Main pipe supported with 25 mm X 25mm M.S. angle of 1.2 mm thickness and 20mm x 40mm CRC square pipe of 1.2mm thickness. Closing Caps are made up of high quality Fiber reinforced Plastic material. The pins usedare made up of 0 25mm of bright material. The bearing used is `6201zz and `6205zz* permanent lubricated sealed bearing of reputed brand. High tensile steel with galvanized nut bolts are used for assembly. The cerclips used for assembly is of A 24. The nylon bush is used for handle knob. The powder coating is done with Pure Polyester powder of ,Ackzonoble or Berger. with 60 to 70 micron thickness
26	Leg press (BOTH IDE) 90 x20x75 inches Equipment made to meet EN 16630 ,Epoxy coating of 100 microns Gl main post-of:114 mm Dia Pipe thk. - 3.5 - 7.5mm Self-lubricating German bearing and Reinforced foot pedals for extended life Non fading ILDPE and open ends of the pipe closed by GULLDPE caps High tensile steel with galvanized nut bolts are used for assembly. Self Explanatory stainless steel label fixed on equipment for ease of use.
27	SIT UP BOARD DOUBLE DIMENSIONS: - 1.76M (L) x 1.14M (W) x0.66M (H). he Sit up Board double made from `B` Class GI pipe. Center column made from lOOmm T NB `B` class G.I. Pipe. The main frame is of 25mm NB made from `B` Class GI pipe. FRP sheet of 3mm thickness is molded on main frame.The remaining frame of the sit up board is of 32mm NB made from `B` class GI pipe. The powder coating Is done with Pure Polyester powder Ackzonoble or Berger Paints with 60 to 70 micron thickness. The oundation used for fixing Is a structure and made from center pipe of G.l. of 80 NB `B` f class Welded with M.S. round plate of 0250 mm and lOmm thick. Main pipe supported wlth25 mm X 25mm M.S. angles of 3 mm thickness and 20mm x 40mm CRC square pipes of The powder coating Is done with Pure Polyester powder of ,Ackzonoble or Berger. with 60 to 70 micron thickness
28	Providing viewers chair in indor stadium. The chair should be suitable for audience viewing and active sports event in the stadium. The chair be made up of Polypropylene (PP) having UV Resistance and Fire Retardant properties. The following should be available: Colours: Finish: Glossy / Matt Colour batch quantity: As per Customer requirement The chair be designed with perforated hole in order to prevent water logging and facilitate adequate ventilation. Each chair shall have the following dimension (Approx. plus 10mm): c. Depth: 450mm d. Weight: 2.5 kg plus 100gms. The capacity of the chair shall be 200kg Longley rating. The chair be mounted on a concrete frame or MS metal frame. The MS metal frame should be treated and powder coated using seven tank process as per IS: 13871 – 1993 Grade A. The fastenings provided with the chair shall be fully temper proof and shall be made by Hilti or Equivalent.
29	Providing and fixing CCTV (HIKVISION or euivalent as per satisfaction of e eengineer eincharge) with DVR and data storage for 90 days with necessary conduiting, outdoor ducting and stands/ fixture arrangement. For: Indoor cameras 20Megapixels
30	Providing and fixing CCTV (HIKVISION or euivalent as per satisfaction of e eengineer eincharge) with DVR and data storage for 90 days with necessary conduiting, outdoor ducting and stands/ fixture arrangement. For: Outdoor cameras 25 Megapixel
31	Providing and fixing CCTV (HIKVISION or euivalent as per satisfaction of e eengineer eincharge) with DVR and data storage for 90 days with necessary conduiting, outdoor ducting and stands/ fixture arrangement. For: Outdoor GI post to mount outdoor cameras duly painted and cocnrete base complete in al respect.
32	Providing and fixing CCTV (HIKVISION or euivalent as per satisfaction of e eengineer eincharge) with DVR and data storage for 90 days with necessary conduiting, outdoor ducting and stands/ fixture arrangement. For: PTZ camera with 50 Megapixel fixed on suitable stand and hardware.
33	Providing and fixing CCTV (HIKVISION or euivalent as per satisfaction of e eengineer eincharge) with DVR and data storage for 90 days with necessary conduiting, outdoor ducting and stands/ fixture arrangement. For: CAT 6 communication cable
34	Luminarie for High Mast BGHB 200W LED baja Light 200W or equivalent product as per satisfaction of engineer Incharge.
35	Indoor Gym EquipmentsPowerMax Fitness GH-285 Multifunction Home Gym \| 73kg Weight Stack \| LAT Pull Down \| Arm Pad \| Breathable Back Cushion \| Compact Design Multi-Station Gym \| Home Fitness System
36	Indoor Gym EquipmentsKore PVC 20-100 Kg Home Gym Set with Multipurpose Fitness Bench plus One 5 Ft Plain plus One 3 Ft Curl and One Pair Dumbbell Rods
37	Indoor Gym Equipmentsgym rubber plates for rods and dumbells in pairs ranging from 5 kg to 20 Kg
38	Indoor Gym EquipmentsLifelong Polypropylene Adjustable Home Gym Exercise Fitness Stepper for Exercise Aerobics Stepper with 3 Height Adjustments\| Max Weight 200kg (Black and Red)
39	Indoor Gym EquipmentsBodyband Abs Roller for Men and Women Stomach Abs Roller Wheel for Home Workout, Gym Ab Roller for Men Abs Workout Equipment for Abdominal Ab Roller Home Exercise Equipment With Knee Mat -Yellow Black
40	Indoor Gym EquipmentsLife Line Fitness Multi Home Gym Multiple Muscle Workout Exercise Machine Chest Biceps Shoulder Back Triceps Legs For Men At Home,72Kg Weight Stack,Made In India(Hg-002(Without Installation))
41	Indoor Gym EquipmentsMAXPRO PACE 5 HP Peak DC Motor Folding Treadmill for Home use,Max.Speed 14km/hr Max. User Weight 110kgs, LED Display, 6 Level Incline,Fit Show App Support,Running Machine for Home Gym (PTM605)
42	Indoor Gym EquipmentsPowerMax Fitness BS-125 Spin Exercise Bike For Home Use,16Mm 6Kg Flywheel,Max User Weight 130Kg,LCD Display,2Pc Crank,Heart Rate Sensor,Knob Braking,Adjustable Foot Strap And Seat,Ipad Holder,Black
43	Indoor Gym EquipmentsAdjustable Kettlebell \| Adjustable Weight range of 2.2 KGs to 9.1 KGs \| Gym Equipment Set for Home Workout/Physiotherapy \| Black and Blue (20 Pound
44	DOWN COMER SYSTEM - PUMPING EQUIPMENTS
45	HOSE REEL SYSTEM
46	PIPING, VALVES AND ACCESSORIES
47	FIRE EXTINGUISHERS
48	[10.1.1.1]Providing and laying of base course of floors consisting of 100 mm thick cement 1:8:16 and 100 mm sand or stone filling. 1.1. Re-compacting excavated soil in plinth under floors, including watering, ramming, consolidating and dressing complete. [Through Rate]
49	[10.1]Providing and laying of base course of floors consisting of 100 mm thick cement 1:8:16 and 100 mm sand or stone filling. [Through Rate]
50	[10.108]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 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge. [Through Rate]
51	[10.12]Providing and laying of 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. [Through Rate]
52	[10.37.1]Providing and fixing of Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 1. 25 mm thick [Through Rate]
53	[10.38]Providing and fixing of Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. [Through Rate]
54	[10.41.1]Providing and fixing of 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. 1. Red sand stone [Through Rate]
55	[10.49.1]Providing and laying flamed finish 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 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : 1. Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. [Through Rate]
56	[10.73]Providing and fixing ceramic and Glazed tiles/ vitrified tiles/ of any size of approved make in floors / dados, laid in any pattern as specified over base of 3 mm thick adhesive of reputed brands as per IS specification 15477-2004 using 5 Kg. adhesive per sqm area of tiles and jointed with white cement slurry mixed with pigment to match the shade of tiles excluding cost of tiles. [Through Rate]
57	[10.96]Providing and fixing Glass mosaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge: [Through Rate]
58	[11.39]Washed stone grit plaster on exterior walls height up to 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in-charge (payment for providing grooves shall be made separately). [Through Rate]
59	[11.40.1]Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 1. 15 mm wide and 15 mm deep groove [Through Rate]
60	[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate]
61	[11.60]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. [Through Rate]
62	[11.67.1]Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 1. Water thinnable cement primer [Through Rate]
63	[11.7.1]20 mm cement plaster of mix : 1. 1:4 (1 cement: 4 fine sand) [Through Rate]
64	[11.71.1]Wall painting on a cement plaster surface with acrylic emulsion paint of approved brand and manufacture to give an even shade : 1. Two or more coats on new work [Through Rate]
65	[11.83.1]Painting over the wooden surface with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 1. Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture [Through Rate]
66	[11.94.1]Finishing walls with textured exterior paint of required shade : 1. New work (Two or more coats applied @ 3.28 litre/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm [Through Rate]
67	[12.1.1.2]Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid separately). 1.2. Sal wood [Through Rate]
68	[12.126]Providing and Fixing factory made uPVC door frame, made of uPVC extruded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (±0.2 mm), including providing and fixing 3 Nos. of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number and size of anchor dash fasteners, all complete as per manufacturer`s specification and direction of Engineer-in-charge. [Through Rate]
69	[12.130.3]Providing and fixing of casement and fixed windows made from multi chambered UPVC profiles of 56 to 68mm width in natural from stabilized for heat, light, impact and UV radiation The UPVC profiles should be reinforced with galvanized steel profiles of designed thickness. All openable sashes shall be having weather seal fitted in continuous lengths made from Bubble EPOM Rubber and side hung/ top hung with up to 90 degree opening friction stays of SS 304 with provision of multipoint locking system made from Espag rods. All handle shall be made from Die Cast Zinc alloy (Model ESPAG)BS-1004A in white finish with suitable locking arrangement. The windows shall be fixed to opening using expandable screws and friction stays that shall be able to with stand wind speeds up to 180 km/hr. the shoot bolts in windows shall be rust proof metallic coated steel. The window frames shall be fixed in masonry wall RCC with necessary fasteners, nuts, bolts, washers, caps, silicon sealant etc. complete 3. Double glass glazing comprising of 6 mm thick toughened clear glass + 12mm air gap + 5mm annealed clear glass. [Through Rate]
70	[12.133.1]Providing and fixing factory made uPVC white colour casement/ Casement cum fixed glazed door comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape and size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, cylinder with keeps and one side key, G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws, etc. Profile of frame and sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware`s 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 required size and of approved quality, all complete as per approved drawing and direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 1. Casement door with 3D hinges made of (big series) frame 67 x 64 mm & sash 67 x 110 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door up to 2.00 sqm). [Through Rate]
71	[12.134.2]Providing and fixing factory made uPVC white colour sliding glazed window up to 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape and size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame and sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware`s 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 required size and of approved quality, all complete as per approved drawing and direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 2. Three track three panels sliding window with fly proof SS wire mesh (Two Nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window up to 1.75 sqm). [Through Rate]
72	[12.135.2]Providing and fixing factory made uPVC white colour sliding glazed window above 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape and size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads, uPVC extruded interlocks and uPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle on one side of extreme panel along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) touch lock with hook (if required for wire mesh panel), stainless steel (SS 304 grade) body with adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame and sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware`s 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 required size and of approved quality, all complete as per approved drawing and direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 2. Two track four panels sliding window made of (big series) frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 4.00 sqm up to 8.00 sqm). [Through Rate]
73	[12.138]Providing and fixing casement handle made of zinc alloyed (white powder coated) for uPVC casement window with necessary screws etc. complete. [Through Rate]
74	[12.139]Providing and fixing zinc alloyed (white powder coated) touch lock for uPVC sliding window with necessary screws etc. complete. [Through Rate]
75	[12.142]Providing and fixing steel (white power coated) crescent lock for uPVC sliding window/ door with necessary screws etc. complete. [Through Rate]
76	[12.17]Extra for providing ISI marked Stainless Steel butt hinges instead of M.S. pressed butt hinges bright finished of required size with necessary screws. (Shutter area to be measured). [Through Rate]
77	[12.3.3.2.2]Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : 3.2.2. Kiln seasoned and chemically treated Hollock wood 50x20 mm [Through Rate]
78	[12.36.1]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 and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 1. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws [Through Rate]
79	[12.75.1]Providing and fixing bright /matt finished Stainless Steel handles of approved quality and make with necessary screws etc all complete. 1. 125 mm [Through Rate]
80	[12.75.2]Providing and fixing bright /matt finished Stainless Steel handles of approved quality and make with necessary screws etc all complete. 2. 100mm [Through Rate]
81	[12.78.1]Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 1. 250x10 mm [Through Rate]
82	[12.78.3]Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 3. 150x10 mm [Through Rate]
83	[12.79.1]Providing and fixing bright finished brass door latch with necessary screws etc. complete : 1. 300x16x5 mm [Through Rate]
84	[12.88]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 up to 35 kg and door width up to 700 mm), with necessary accessories and screws etc. complete. [Through Rate]
85	[13.10.1]Providing and fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 1. 4.0 mm thick glass panes [Through Rate]
86	[13.21.2]Supply and fixing Windows frames (Chowkhats) including mullions consisting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (Base steel as per IS 513) with zinc of 120 gm/sqm and Powder coated with pure Polyester powder up to 50 microns (as per approved colour), 3 Nos. 100mm butt - hinges 2mm thick, 6 Nos. 1.2mm thick CRCA electroplated stiffner, 6 Nos. M.S hold fast with split and tail welded to stiffner plate 200mm long, receiver for aldrop, weld less corner assembly with brackets and screws, M.S tie rod 50mm x 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.6mm of approved shade, fixed in position including the cost of cement concrete for 1:2:4 for fixing lugs complete in all respects as per drawing, design, specification and entire satisfaction of Engineer-in-charge. 2. Door Frame of size 125mm x 60mm with 37mm wide double rebate for 35mm door shutter [Through Rate]
87	[13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate]
88	[13.30.1]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. 1. Hot finished welded type tubes [Through Rate]
89	[13.34]Supply and Fixing of Tensile Sheet Shed 650GSM sheet with M.S Iron pipe Frame Pole 125mm Heavy Truss M.S Pipe 60mm Heavy, Membrane M.S Pipe 50mm Heavy, Complete With cost of Painting and Labour for Fixing Paint Complete in all respects [Through Rate]
90	[13.41]Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories and stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). [Through Rate]
91	[13.44]Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. [Through Rate]
92	[17.15.2]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 2. Grading II material [Through Rate]
93	[17.24]Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications [Through Rate]
94	[17.25.1]Prime Coat @ 0.85kg per sqm 1. Prime Coat @ 0.60kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications [Through Rate]
95	[17.26.2]Tack Coat 2. Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications [Through Rate]
96	[17.27.2]Bituminous Macadam with batch type HMP 2. Bituminous Macadam 50 to 75 mm thickness (grading II) with batch type hot mix plant 100 -120 TPH Providing and laying bituminous macadam 50-75 mm thick with Batch type hot mix plant 100-120 TPH using crushed aggregates of specified grading premixed with bituminous binder VG - 30 @3.4% transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications Grading II (19 mm nominal size) [Through Rate]
97	[17.31.2]Bituminous Concrete with Batch type HMP 2. Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications Note-If bitumen required is more than 5.4% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work. [Through Rate]
98	[17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate]
99	[20.111]Providing and fixing G.O. Switch only without other accessories complete in all respect. [Through Rate]
100	[20.114.2]Supplying erection, testing of fullyautomatic electric control panel board forT/Wells in Pump Chamber consisting ofMS sheet of thickness 14 gauge dulypainted box type floor mounted made ofangle Frame containing 1 no. fullyautomatic air brake starter suitable forMotor of the following capacity, Minswitch of suitable range with HRC fuse, 1no. volt meter (0 to 500 volts), 1 No.Amp. Meter of 0 to 100 amp. 3 sets ofindicating lamp capacitor of suitablecapacity and 1 no. single phase preventerswith the timer switch including wiring inpanel board and suitable electric energymeter wiring in Electric Control PanelBoard complete in all respect as perspecification given in Schedule No. II,Including MCB, suitable, Capacitor,Wooden Box etc as per siterequirement complete in all respect. 2. 15 HP Motor [Through Rate]
101	[20.117.22]Supplying, erection, testing andcommissioning of horizontal motorpumping set for clear water having head25.00 m as per the indicated requirementsof discharge in LPM and power capacityin BHP as per IS marked. 22. Discharge Capacity (LPM) 1450 Power Capacity (BHP) 15 [Through Rate]
102	[20.20.2.4]Labour for laying, jointing, fixing and testing G.I./P.V.C./W.I. pipelines and special tees, bends, sockets, elbow etc. inside building and testing etc. complete including cutting threading 2.4. Including cost of specials 32 mm internal diametre of pipeline [Through Rate]
103	[20.22.4]Extra for fixing flanged joints on G.I. and W.I. pipelines including cost of jointing materials. 4. 32 mm internal diametre [Through Rate]
104	[20.23.4]Extra for fixing and jointing union couplings in G.I. and W.I. pipelines. 4. 32 mm internal diameter [Through Rate]
105	[20.25.2]Cutting holes up to 23 cm square through brick work in mud walls for pipes and making good including repointing, replastering and finishing according to existing finish where required. 2. 22.86 cm thick wall [Through Rate]
106	[20.52.1]providing and placing in horizontal layers filtering media screened washed and cleaned as described below - 1. Top Layer: Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4 mm with uniformity coefficient 2.0 to 3.0) from Ghaggar or other approved source [Through Rate]
107	[20.52.2]providing and placing in horizontal layers filtering media screened washed and cleaned as described below - 2. Second layer Coursed sand screened, cleaned and washed and graded from 3 mm to 6 mm (from Ghaggar or approved equivalent quarry) [Through Rate]
108	[20.52.3]providing and placing in horizontal layers filtering media screened washed and cleaned as described below - 3. Third layer Bajri (coursed) screened and washed graded from 20 mm to 25 mm (from Ghaggar or approved equivalent quarry) [Through Rate]
109	[20.52.4]providing and placing in horizontal layers filtering media screened washed and cleaned as described below - 4. Fourth layer Bajri (coursed) screened and washed graded from 20 mm to 25 mm (from Ghaggar or approved equivalent quarry) [Through Rate]
110	[20.52.5]providing and placing in horizontal layers filtering media screened washed and cleaned as described below - 5. Bottom layer Broken stone, screened, washed and graded from 50 mm to 75 mm (from Ghaggar or approved equivalent quarry) [Through Rate]
111	[20.72]Supplying, errection, testing of Exhaust fan (as per IS code 374) having a capacity of 45 cubic metre per minute complete with suitable G.I sheet ducting in structure confirming to latest IS specifications complete in all respect to satisfaction of Engineer-in-charge. [Through Rate]
112	[20.90.3]Drilling of 250mm dia of bore through bokky type instrument complete in all respect including charges for shifting of infrastructures as per IS Code 12818: 1992 3. 76 to 100m BGL [Through Rate]
113	[20.91]Providing and Lowering 225 mm outer dia UPVC pipe threaded (10kg/CM2) duly ISI marked IS Code 12818:1992 complete in all respect as per directions of Engineer-in-charge [Through Rate]
114	[20.93]Providing and fixing 250 mm M.S. clamp as for suitable pipe with nut and bolt complete in all respect as per directions of Engineer-in-charge [Through Rate]
115	[20.94]Providing and fixing UPVC cap for 225mm outer dia UPVC pipe (10kg/cm2) duly ISI marked IS Code 12818:1992 complete in all respect as per directions of Engineer-in-charge [Through Rate]
116	[20.95]Development of tube well with pump of suitable rating to that full satisfaction and as directed by the Engineer-in-charge [Through Rate]
117	[20.99]Supplying and packing graded gravel in bore well of size as per ISI 4097, as amended up to date (Grade A) and specification attached with this schedule of item of work. The gravel should be free from dust, dirt or vegetable matters. Packing to be done from the housing pipe to the bottom of liner all around in the bore and will be placed after liner and housing pipes have been lowered and suitably clamped. Thickness and size of the gravel packing will be designed and directed by the Engineer-in-charge strictly as per relevant ISI. [Through Rate]
118	[21.24]Brick ballast, well or over burnt broken and screened through a 32mm x 32mm square mesh screen laid consolidated and rammed to a finished thickness of 75mm as above. [Through Rate]
119	[21.49]House outlet, connection including cutting and forming parnalas and making khurras at head of house connection size of each khura to be not less than 30 cm x 30 cm. The rate shall cover the cost of all works to the requirements of the Engineer-in-charge. [Through Rate]
120	[21.57.1.14]Providing masonry plugs to ends of sewers of all types with 11.43 cm thick brick wall in cement sand mortar 1:7 with 12 mm thick cement plaster 1:6 (as required by the engineer-in-charge). 1.14. For Circular sewers having internal diameter - 685 mm [Through Rate]
121	[21.84.2]Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2:4 slab 100 mm thick/cement concrete topping, 50mm thick with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. 2. Size 450 mm X 600 mm inside (with 455 mm x 610 mm cover and frame single seal pattern I weighing 38 kg with C.C. topping) [Through Rate]
122	[21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening [Through Rate]
123	[21.94.2]Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 2. 150mm i/d [Through Rate]
124	[21.95.1]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 1. 350 mm [Through Rate]
125	[21.96.1]Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISI marked HDPE pipe of PE-80 grade and PN- 4 for sewer application as per IS 14333-1996 (amended up to date) in trenches in complete including cost of HDPE Specials, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/w to be measured and paid separately. Rate includes cost of all specials like bends, tees required during laying of pipe line along required alignment. 1. 200 mm Outside Dia [Through Rate]
126	[22.1.1]Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 1. White vitreous chinaware Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps [Through Rate]
127	[22.105.1]Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 1. 15 mm nominal bore [Through Rate]
128	[22.17.1]Providing and fixing 40mm i/d chromium plated trap with chromium plated pipe to wall with walflange completed for use with sinks 1. With Bottle Trap (Indian make) [Through Rate]
129	[22.182]Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet and over flow pipes. The base support i/c fittings and fixtures for tank shall be paid separately. [Through Rate]
130	[22.20.2]Providing and fixing in position C.I. plain Nahani Trap conforming to I.S.I. specifications and of self cleaning design with C.P. brass hinged grating with frame complete 2. With 75 mm internal diameter outlet [Through Rate]
131	[22.209]Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. [Through Rate]
132	[22.216.10]Providing and fixing in position best Indian make (to the approval of the engineer-in-charge) storage type automatic electric water heater, pressure/non-pressure type thermostatically controlled, suitable for operation on 230 volts, 50 cycles single phase vertical wall mounting fitted with-draw able and adjustable type AC, thermostat. Thermostat knob to be readily accessible through the opening of suitable cover for and adjustment of temperature in the installed position of heater and the thermostat should be withdrawn without having to drain the water, electric heating element made out of copper tube (heating element should be easily removed and replaced in the installed position of heater) A neon indicator 1 AMP, inner container made out of copper tinned both from inside and outside, outer container made out of mild steel sheet finished in gleaming white stove enamel paint, insulated between the inner and outer with fibre glass wool with 1 metre length of suitable capacity 3 core flexible cord with plug and non return valve plastic/lead connections or pressure release valve (where required). Complete including fixing and testing for a week (as required by Engineer-in-charge. 10. 140 Litres capacity [Through Rate]
133	[22.22.1]Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 1. White vitreous chinaware Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests [Through Rate]
134	[22.33]Providing and fixing white vitreous chinaware extended wall mounting water closet of size 780x370x690 mm of approved shape including providing and fixing white vitreous chinaware cistern / PVC cistern (with brass fitting) into the wall with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. [Through Rate]
135	[22.38]Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube up to 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. [Through Rate]
136	[22.42.1]Providing and fixing toilet paper holder : 1. C.P. brass [Through Rate]
137	[22.46]Providing and fixing white vitreous chinaware battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre and post flushing with water (250 ml and 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. [Through Rate]
138	[22.50.1.1.1]Providing and fixing partitions for different type of urinals. 1.1.1. Vitreous Chinaware Partition plate. Small size 680mm x 330 mm White [Through Rate]
139	[22.85.4]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 4. 32 mm nominal outer dia Pipes [Through Rate]
140	[22.86.3]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 3. 25 mm nominal outer dia Pipes [Through Rate]
141	[23.4.1.1]COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT (SURFACE/RECESS) 1.1. Wiring for Light/Fan/call bell point with modular type switch/socket and GI box, Modular type face plate etc in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe. Group A [Through Rate]
142	[23.4.4.1]COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT (SURFACE/RECESS) 4.1. Wiring in PVC conduit system for 3-pin 5amp. Plug point by using 2 no 1.5 sqmm FRLS copper wire and 1 no 1.5 Sqmm FRLS copper wire , including providing 1 no 5/6 Amp 3/5 pin Modular type socket and 1 no 5/6 Amp Modular type switch required GI Box ,modular face plate etc complete as required Group A [Through Rate]
143	[23.5.6.2]COPPER WIRING IN EXISTING PVC/MS CONDUIT PIPE SURFACE/RECESSED FOR ELECTRICAL POINTS 6.2. Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in existing MS/PVC Conduit etc as required. 1 run of Size 2.50 Sqmm(1.1.80mm) [Through Rate]
144	[24.4.1.1]STREET LIGHT 1.1. 3 metres long 50 mm dia pole duly embedded 0.6 m below ground level. 3 metres long 50 mm dia pole duly embedded 0.6 m below ground level. [Through Rate]
145	[24.4.15.3]STREET LIGHT 15.3. B.S.E.N. 10025 High Masts \\"Supply, installation, testing and commissioning of 20 mtr. long High Mast manufactured from B.S.E.N. 10025 or equivalent grade material in, 2 (two) section hot dip, galvanized inside and outside in single dip, suitable for wind velocity as per IS 875 Part-3 suitable for 9/12 nos. luminaire loading fully motorized (power tool) with starter & cable complete along with standard accessories supplied by the manufacturer with 3 nos. steel wire rope double drum system and twin dome aviation light with LED without foundation but including cost of set of foundation nut and bolts, installation at site complete in all respect upto entire satisfaction of Engineer -in-ChargeThickness of Top and Bottom Section = 3 mm & 4mm (minimum)Top Dia = 150 mm and Bottom Dia = 460mmThickness of Galvanization - Top = 65 micron (minimum) and Bottom = 85 micron (minimum)\\" [Through Rate]
146	[24.4.2.1]STREET LIGHT 2.1. Supply and erection of GI bracket made of 32 mm dia medium class GI pipe, having 15 deg angle from horizontal, suitable for fixing on top of Street Light pole 60 cm long. [Through Rate]
147	[24.4.6]STREET LIGHT 6. Supply and erection of Three Phase weather proof M.S. box of size 30 cm x 20 cm x 15 cm with hinged cover made of 2 mm thick MS sheet, locking arrangements, housed in wall/fixed on pole , including the cost of 1 no 4 way 16 A Bakelite connector, 1 no. 16 amp TP MCB and 4 Nos. 16 amp. neutral links fixed on Bakelite sheet in the M.S. box and necessary connections. [Through Rate]
148	[24.4.7.2]STREET LIGHT 7.2. Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required. 40 mm dia [Through Rate]
149	[24.5.2.2]MISCELLANEOUS ITEMS 2.2. S/E mark double walled corrugated (DWC) HDPE, pipe 10 Kg/Cm2 ,laid 0.75 Metre below ground level including digging and refilling of earth including cost of suitable size socket/coupler for HDPE pipe including the cost of labour and material required to complete the job in all respect up to the entire satisfaction of Engineer in charge of the work. DWC/HDPE pipe 50/40 mm outer dia/ inner dia [Through Rate]
150	[24.8.1]RCC FOUNDATIONS FOR OCTAGONAL POLES 1. Providing RCC foundation of M25 grade (1 Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @80 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1:5:10 of required dimensions for octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in-charge 3m high pole [Through Rate]
151	[24.9.3]RCC FOUNDATIONS FOR HIGH MAST OCTAGONAL POLES 3. Providing RCC foundation of M25 grade (1 Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @ 75 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1:5:10 of required dimensions for high mast octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in-charge 20m high mast pole [Through Rate]
152	[26.1]Supplying and stacking at site of work well-decayed farm-yard manure from any available source, approved by the Engineer-in-charge including screening through sieve of I.S.designation 16 mm with 5 km lead. [Through Rate]
153	[26.13.2]Digging holes in all kinds of soil, and refilling the same, with the excavated earth, mixed with well decayed farmyard manure (cost of well decayed farm yard manure to be paid separately) 2. Hole 0.90 metre dia and 0.90 metre deep [Through Rate]
154	[26.13.5]Digging holes in all kinds of soil, and refilling the same, with the excavated earth, mixed with well decayed farmyard manure (cost of well decayed farm yard manure to be paid separately) 5. Hole 0.45 metre dia and 0.45 metre deep [Through Rate]
155	[26.2]Supplying and stacking of good quality top layer garden earth free from debris and weeds, at site including royalty and carriage/lead 5 km (good earth measured in stacks will be reduced by 20 % for payment) only for filling of pots and flower beds . 0.00 0.00 0.00 [Through Rate]
156	[26.20]Supply and Planting rare and specimen tree plants in already prepared pits (Ficus starlight 150 cm height , Terminalia 210 cm height, menatalis , Michelia champaca hybrid more than 180 cm height, Cyprus (Golden juniperous ) more than 180 cm height, topiary of 10 to 12 no. well trimmed bolls of more than 30cm size of Ficus nuda, Ficus retusa, Ficus long island , Ficus panda more than 180 cm height, Golden bottle brush , casurina equistefolia , Bottle palm with stem circumference at base more than 40cm ,Washingtonia palm of healthy clear stem height below leaf more Thant 90 cm ) including , fertilizer and insecticides chlorpyriphos 20 ml per pit, planting of 180cm to 210cm tall sapling in position and flooding with water .specie of plant will be decided by engineer in charge. [Through Rate]
157	[26.277]Providing and Displaying Bamboo Buddha Valley with fresh and healthy 5 to 6 suckers 1.80 m to 2.10m ht umbrella type plant well developed in 50 cm Cement Pot as per direction of the officer-in-charge. [Through Rate]
158	[26.28]`Supply and planting healthy disease free 30 cm to 45 cm height ground cover of rare species plants .i.e. Rasselia, Chlorophytum, Juniperous prostata, Asparagus grass, cuphea chinensis, ipomea, Portulacaria (Jade plant)Zebrina Trades Cantia etc ) including digging 30 cm deep bed and refilling of beds with excavated soil and FYM 0.075cum per sqm , Fertilizer DAP 100 gms and insecticides chlorpyriphos 10ml per sqm , planting of saplings of rare specie of plants to be supplied in 20cm x 20cm ` polybags with full of leaves and in healthy condition at 30cm distance from plant to plant and row to row minimum 15 no. plants per sqm ,and watering` [Through Rate]
159	[26.280]Providing and Displaying Bougainvillea named variety, Sobhra, Thima, Marry palmar, Cherry Blossom etc. well developed with fresh and healthy bushy plant in full bloom 75 to 90 cm ht. in 35 cm Cement Pot as per direction of the officer-in-charge. [Through Rate]
160	[26.289]Providing and Displaying Ficus Long Island Topiary well developed with fresh and healthy 5 to 6 ball specific size and shape 120 to 150 cm ht in 40 cm Cement Pot as per direction of the officer-in-charge. [Through Rate]
161	[26.312]Providing and Displaying Washingtonia filifera palm well developed 90 to 105 cm stem ht. having 5 to 6 straight fresh and healthy leaves in 35 cm Cement Pot as per direction of the officer-in- charge. [Through Rate]
162	[26.314]Providing and stacking of Alternanthera species of height 15 cm to 20 cm, full of branches and foliage in 15 cm size of Polybag and as per direction of the officer-in- charge. [Through Rate]
163	[26.319]Providing and stacking of Clerodendrum inerme having ht. 25 cm to 30 cm multi branched in 15 cm size of Earthen Pot / Plastic Pot and as per direction of the officer-in-charge. [Through Rate]
164	[26.32]Planting permanent edging plants around beds, lawn or along paths including of digging of trench 45 cm wide to 15 cm depth, refilling the excavated earth, mixed with farm-yard manure, supplied at the rate of 0.9 cum per sqm and supplying and planting hedge/ edge at 20 cm apart in one or two rows @11no. well trimmed bushy ,multi branched ,30 cm to 45 cm in height plants to be supplied in 15 cm x 15 cm poly bags per sqm . [Through Rate]
165	[26.320]Providing and stacking of Chlorophytum (Green), full of leafy suckers in 15 cm size of Polybag and as per direction of the officer-in-charge. [Through Rate]
166	[26.33]Maintaining the permanent edging plants for the one year including application of FYM @ 0.0289 cum ,chlorpyriphos 9ml, urea and DAP 40gm each per year ,watering, hoeing weeding trimming and shaping ,replacement of casualty as and when noticed. [Through Rate]
167	[26.330]Providing and stacking of Juniperous prostrata with 5 to 6 lateral branches and green foliage in 15 cm size of Earthen Pot / Plastic Pot and as per direction of the officer-in-charge. [Through Rate]
168	[26.34]Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth, mixed with farm-yard manure, supplied at the rate of 1.62 cum per 18 sqm, DAP 0.6kg, Chlorpyriphos 20%EC@ 0.20 litre per 18 sqm and supplying and planting hedge at 30 cm apart in two rows @ 202 no. well trimmed bushy ,multi-branched ,30 cm to 45 cm in height plants to be supplied in 15 cm x 15 cm poly bags per 18 sqm . [Through Rate]
169	[26.4.1]SITE CLEARANCE 1. Excavation in dumped stones or malba including stacking of serviceable and unserviceable material separately and disposal of unserviceable material, lead up to 50m and lift up to 1.5 m, disposed material to be neatly dressed [Through Rate]
170	[26.446]Providing and stacking of Cestrum nocturnum (Raat ki Rani) of height 60-75 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge. [Through Rate]
171	[26.463]Providing and stacking of Gardenia jasminoides of height 45-60 cm. with 3-4 branches in earthen pots of size 15 cm as per direction of the officer-in-charge. [Through Rate]
172	[26.466]Providing and stacking of Hamelia patens of height 90-105 cm. bushy in big size HDPE bags as per direction of the officer-in-charge. [Through Rate]
173	[26.470]Providing and stacking of Hibiscus rosasinensis of height 90-105 cm., bushy in 35 cm HDPE bag as per direction of the officer-in-charge. [Through Rate]
174	[26.476]Providing and stacking of Largerstroemia indica of height 90-105 cm. multibranched in poly bags of size 25 cm as per direction of the officer-in-charge. [Through Rate]
175	[26.480]Providing and stacking of Murraya Koenigii spreng (Kadipatta/meetha neem) of ht 45-60 cm well developed in Polybag of size 20 cm. per direction of the officer-in-charge. [Through Rate]
176	[26.482]Providing and stacking of Nerium oleander (kaner) of height 45-60 cm. with 3-4 branches in poly bags of size 20 cm as per direction of the officer-in-charge. [Through Rate]
177	[26.52]Preparation of mounds of various size and shapes including supply of good earth, in layers not exceeding 20 cm in depth, breaking of clods, watering each layer, dressing etc, lead up to 50 m and lift up to 1.5 m complete as per directions (excluding cost of good earth and manure which will be supplied separately.) [Through Rate]
178	[26.58.3]Supply and installation of garden bench 3. Cast Iron bench of 1800 mm length, 900 mm width, 450 mm seating height, sides made of cast iron. Seat and back shall be made of 10 strips of M.S. pipes 63 mm x 25 mm of 14 gauge with one M.S. Flat 25 x 10 mm welded at the centre, below and back of the seat and back rest. Spray painted with approved brand paint. Fixed by grouting with 1:2:4 cement concrete (Minimum weight of each bench 105 kg). All materials required to be as per BIS specifications. [Through Rate]
179	[26.61]Providing and fixing bamboo tree guard with 4 No. legs of bamboo sticks of 25mm dia and 1.5 metre length. Rings of bamboos duly attached to the legs with nuts bolts and washers. Legs up to 30cm dipped in bitumen. [Through Rate]
180	[26.7]Grassing of play grounds with doob grass including uprooting rank vegetation and weeds by digging area to a depth of 30 cm , removing all weeds and other growth with roots by forking repeatedly, ploughing and dragging with ‘swagha’ breaking of clods, removal of rubbish, dressing and supplying doob grass roots, and planting at 10 cm apart in both directions , watering weeding including supplying and spreading of farm-yard manure at the rate of 0.18 cum per 100 sqm fertilizers DAP 50 g per sqm etc and maintenance till weed free turf is formed [Through Rate]
181	[26.76]Providing and fixing pair of Plastic dustbins 100 litre volume each, of two different colours, for dry and wet waste, made of virgin plastic to be mounted on MS rectangular hollow section 50 x 25 x 3 mm frames pivoted on 3 MS square hollow section verticals, 1 m above ground, one 35 cm RHS welded to each vertical member at base and grouted in 180 x 40 x 30 cm 1:2:4 cement concrete. [Through Rate]
182	[29.7]Design supply and 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 and 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 and Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener and 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 and seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter and in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof and dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, TandP, 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. [Through Rate]
183	[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km]
184	[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [Beyond 5km up to 10km per KM]
185	[32.43.1]Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 and7), humidity resistance of 100%, thermal conductivity ( 0.043 W/m K as per ASTM 518:1991, in true horizontal level suspended on inter-locking metal powder coated T-Grid of hot dipped galvanised iron section of 0.40 mm thick on Silhouette profile, rotary stitched double webbed white with 6mm reveal profile (white/black),comprising of main-T runners of size 15x42mm of length 3000 mm, cross - T of size 15x42 mm of length 1200 mm and secondary intermediate cross-T of size 15x42 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm centre to centre and 40mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. 1. With 15 mm thick integral densified micro edge light weight calcium silicate false ceiling tiles [Through Rate]
186	[33.1.3]Boring with 100 mm diameter casing pipe for hand pump / tube well, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested : 3. Beyond 12 m and up to 18 m depth [Through Rate]
187	[33.2]Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality. [Through Rate]
188	[33.3]Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well. [Through Rate]
189	[33.5]Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four Nos. longitudinal and 9 Nos. cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. [Through Rate]
190	[34.16.1]Definition Plate 600x200mm rectangular as per as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. specifications. Fixed over 3mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25X25X3mm welded with vertical post of sign board complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 . 1. Using retro reflective Sheeting Class C as per IRC 67 2012 [Through Rate]
191	[34.17.1]Direction/Diversion Plate 900x300mm rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. specifications. fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25X25X3 angle iron fixed in position complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67- 2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012 [Through Rate]
192	[34.22.1]Overhead sign board 12000x1500mm simply supported type double sided as per IRC 67-2012 with retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 . fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 40x40x6mm angle iron supported on designed double support system of MS pipe and plates in the form of a simply supported type truss made with 350NB pipe @50kg per metre as vertical support, 50NB pipe @ 4.50kg per metre and 40NB pipe @ 3.61kg per metre for truss including base plates, gusset plates, designed RCC foundation for fixing in ground complete as per clause 802 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012. 1. Using retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 [Through Rate]
193	[34.47.1]Cable Duct Across the Road Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. 1. Single row for one utility service [Through Rate]
194	[34.49]Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces [Through Rate]
195	[4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate]
196	[4.16.1.2]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.2. All kind of soil Pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia. [Through Rate]
197	[4.32]Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. [Through Rate]
198	[4.37]Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides and top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. [Through Rate]
199	[6.1.8]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 8. 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) [Through Rate]
200	[6.22.1.1]Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. 1.1. All works above plinth and up to floor IV level : M-20 grade plain cement concrete (cement content considered @ 300 kg/cum) [Through Rate]
201	[6.25.1]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 1. All works up to plinth level [Through Rate]
202	[6.25.2]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 2. All works above plinth level up to floor IV level [Through Rate]
203	[6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete [Through Rate]
204	[6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform [Through Rate]
205	[6.30.5]Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers [Through Rate]
206	[6.30.6]Centering and shuttering including strutting, propping etc. and removal of form for 6. Columns, Pillars, Piers, Abutments, Posts and Struts [Through Rate]
207	[6.34.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more. [Through Rate]
208	[6.39.1]Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). [Through Rate]
209	[6.49.1]Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 1. 50 mm thick [Through Rate]
210	[6.8.1]Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 1. 50 mm thick [Through Rate]
211	[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]
212	[7.22.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]
213	[7.28.1]Half brick masonry with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level. 1. Cement mortar 1:3 (1 cement :3 coarse sand) [Through Rate]
214	[8.12]Wall lining butch work up to 10m height with Dholpur stone 40 mm thick rough facing on the exposed surface with stone strips of minimum length 300 mm and required width, including embedding every tenth layer and bottom most layer in masonry or concrete after making necessary chases of size 75x75 mm and by providing layer of 75 mm thick strips i/c 12 mm thick bed of cement mortar 1:3 (1 Cement : 3 coarse sand) i/c ruled pointing in cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of Engineer-in-charge. [Through Rate]
215	[8.31]Providing and fixing facing extruded clay Tile (Glass Reinforced Clay Tiles (GRC)) any size any shade and design on wall with under layer of 12 mm thick cement plaster 1:3 and jointed with neat cement matched with pigment complete as per drawings, specifications and to the entire satisfaction of engineer- in- charge. [Through Rate]
216	[8.32]ALUMINIUM COMPOSITE PANELS 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 and 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 metallic 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. (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 and 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 items. 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 , 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 Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm up to two decimal places. [Through Rate]
217	[9.10.1]Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : 1. With residual type petroleum bitumen of grade VG -10 [Through Rate]
218	[9.12.1]10cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow-dung) and covered with machine moulded tile bricks, grouted with cement mortar 1:3 ( 1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat. 1. With machine moulded common burnt clay non-modular brick tiles of class designation 12.5, conforming to IS 2690 [Through Rate]
219	[9.17.1]Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 1. In 75x75 mm deep chase [Through Rate]
220	[9.18]Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 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) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. [Through Rate]
221	[9.22.1]Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. 1. 1.00 mm thick with zinc coating not less than 275 gm/m² [Material Rate]
222	[9.28.1]Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. 1. 0.80 mm thick with zinc coating not less than 275 gm/m² [Through Rate]
223	[9.34.1]Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm ( plus 0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete : 1. Ridges plain (500 - 600mm) [Through Rate]
224	[9.57.2]Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 2. 110 mm diameter [Through Rate]
225	[9.58.6.2]Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 6.2. Shoe (Plain) 110 mm Shoe [Through Rate]
226	[9.59.2]Providing and fixing Unplasticised -PVC pipe clips of approved design to Unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 2. 110 mm [Through Rate] Please Enable Macros to View BoQ information

Tender Documents

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

Also Visit

Tenders

Haryana Tenders

Construction Tenders

Sports Infrastruture Tenders

Sports Complex Tenders

Disclaimer

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

Top

Tender For Construction Of Sports Complex, Assandh, Assandh-Haryana

Tender Documents

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Tender For Construction Of Sports Complex, Assandh, Assandh-Haryana

Tender Documents

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us