Tender For Beautification, Renovation And Redevelopment Of Shraddhanand Park In Ward No. 13, Mc Palwal
Tender Value
2.11 Crore
Estimated cost
Bid Submission
10 Sep 2026
8 days left
EMD
4.23 Lakhs
Bank guarantee accepted
Document Fee
15000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Faridabad → Haryana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Beautification, Renovation And Redevelopment Of Shraddhanand Park In Ward No. 13, Mc Palwal
BOQ
| Sl. No. | Item Description |
| 1 | Credit or recovery of steel recovered from dismantled material as per the satisfaction of Engineer In-charge. |
| 2 | NS Item -Manufacturing, providing and installing gymequipment forthe Open GYM made of tubular section with min. gauge of3mm to4.5mm painted with 2 coats of synthatic enamel paint andprimer asrequired, the equipment as desired by department or themonitoringauthority complete in all manners.(Each location for open gym proposed to have 10 machines ,costing ofeach machine considered based on AOR as per GEM Portal) Without GST |
| 3 | Supply, erection, testing and commissioning of an outdoor Bollar Light having 25W,die cast aluminum housing in pure polyster UV resistant powder with top opening die cast- cover,anti -corrosive stainless steel screws and silicon casket,HET PMMA diffuser, IP 65 protection.Drive duly wired up to terminal block confirms to IS 10322 PART5/Sec1:1987.The fixture will be as specified in this document under the relevant chapter. The fixture should be as approved with 25 Watt LED lamp along with driver.(without GST) |
| 4 | 4 mm Acrylic Letter with Samsung Module Light 305 SS Golden Letter with fitting and Transport Per letter (Width of letter= 12 inch and height of Letter= 18 inch) |
| 5 | 1. FRP Molded Canopy (Gazebo Hex. Shape) Double Finishing sheet in 18`Diai) 6 Nos. Ornamental Design FRP Molded PillarsFRP hexagonal pillars with base size 195 mm on each side, vertical fitted design, and FRP height of 970 mm, incorporating B-Class M.S. round pipe of size 88 mm diameter x 2.5 mm thickness and 2890 mm height as internal support. The M.S. pipe shall hold FRP molded “Taj” caps, 6 Nos., each of size 260 x 260 x 210 mm height, suitably mounted at appropriate height as per approved design.All pillars shall be properly ground for smooth finish and spray painted with two coats of P.U. paint, comprising:1st Coat: Epoxy Surface Tolerance Primer (INTERSEAL 670HS or equivalent)2nd Coat: PU Finish Paint (INTERTHANE 990 or equivalent) in approved shade.ii) 12 Nos. Spandrels and 6 Nos. FriezesFloral and ornamental decorative combination of spandrels and friezes, suspended between M.S. pillars as per approved design.Spandrel (L-Bracket): Length 420 mm, Height 400 mmFrieze (Top Panel): Height 250 mm and length as per gazebo sizeThe frieze shall be mounted on an M.S. tubular pipe frame of size 50 mm x 25 mm, properly welded to the column pillars at both ends. The complete assembly shall be uniformly ground, spray-primed, and painted with two coats of P.U. paint as follows:1st Coat: Epoxy Surface Tolerance Primer (INTERSEAL 670HS or equivalent)2nd Coat: PU Finish Paint (INTERTHANE 990 or equivalent) in approved shade.iii) 3 Nos. M.S. Rectangular Tube Railing Panels with FrameFloral and ornamental decorative M.S. square pipe side railing panels as per design, having height of 730 mm and length as per gazebo size. Each panel shall be mounted with top and bottom M.S. tubular pipe frame of size 50 mm x 25 mm.The bottom M.S. pipe shall have 2 Nos. M.S. holdfasts of size 40 mm x 40 mm x 250 mm length, welded at the base for anchoring into the ground.All panels shall be properly ground for smooth surface finish, spray-primed, and painted with two coats of P.U. paint, comprising:1st Coat: Epoxy Surface Tolerance Primer (INTERSEAL 670HS or equivalent)2nd Coat: PU Finish Paint (INTERTHANE 990 or equivalent) in approved shade. iv) Top Frame with Double-Finishing FRP Molded RoofThe top frame shall be fabricated from M.S. tubular pipe of size 40 mm x 40 mm, properly welded and ground. The frame shall be mounted with FRP molded sheets of 4 mm thickness, with top and bottom smooth finish (double-finish) for corrosion and weather resistance.Sheets shall be bent to the required profile of 245 mm width on either end and fixed horizontally along the length between column pillars.The roof shall include a central FRP molded diamond shape panel of size 14” x 3 mm thickness for aesthetic enhancement.All FRP sheets shall be securely riveted to the horizontal members, ensuring proper alignment and finish.v) Canopy FlooringProviding and laying Kota stone flooring / tile flooring within the canopy area, as decided and approved by the Engineer-in-Charge, including base preparation, leveling, joint filling, and surface finishing complete in all respects.vi) Additional Facilities• LED light strip fixed inside the canopy for ambient lighting.• 1 No. ceiling fan inside the canopy, including complete wiring and accessories.• FRP Bollard Light, approximately 700 mm height and 200 mm x 200 mm section, with UV-stabilized gel-coat finish and 9W warm-white/white LED, including complete wiring using 3-core XLPE armored cable in HDPE conduit and IP65 junction box. Electrical safety to include MCB, testing, and commissioning complete in all respects.• Ornamental green hedge, 18 inches wide, developed around the canopy boundary to enhance aesthetics and promote a green environment. Post-greening maintenance shall rest with the department, and the contractor shall bear no liability for upkeep or maintenance of greenery. The scope includes complete fabrication, transportation, on-site installation, and commissioning with all necessary materials, labor, and accessories and to be completed as directed by the Engineer-in-Charge. |
| 6 | Providing and laying 15mm thick synthetic jogging track EPDM (9mm SBR Crumb Rubber as track bottomCushion Layer 6mm EPDM Colour Granules top layer) of approved makeCOLORSPACE F/COLORPLAY/BSG/NOVAL with test reports of certified\ NABL lab, origin Of EPDM USA and EUROPE andequivalent. EPDM Granules shall have following minimum properties 00 Polymer content )22%, (u) Hardness of 55-65 Shore A [per ASTM D2240): (ii) Tensile Strength of )5 MPa (per ASTM D412): (iv) Elongation )500% (as per ASTM D412): (v) Density of 1.6 kg/cum (per ASTM D792). (vi) High UV rating of 3-5 on grayscale, (vi) VOC less than 3.0.0 ww/1 [viii] Combustibility less than40 mm /m: (ix) Anti- Microbial and AntiFungal Tested material, and shall be laid in three layers.[1] First step shall be the application of single component Polyurethane based primer coating Layer: PU binder shall have a specific gravity of 1.05 the appearance of clear pale yellow and viscosity of 350- 2900 cps and shall be from the original manufacturer from the list of approved makes 2. The second layer shall be an impact attenuating cushionlayer of 9mm thick black crumb rubber/SBR adhered with a polyurethane binder and PU binder shall have a specificgravity of 1.05: the appearance of clear pale yellow and viscosity of 350- 2900 cps and shall be from the original manufacturer from the list of approved makes of to form a resilient porous layer. Crumb rubber /SBR shall be mixed witha minimum of 14% -16% of single-component PU base binder so as to ensure that PU binder provides 100% coating of the SBR/crumb rubber particles. The third step shall be laying a 6mm EPDM GRANULES top layer with at minimum 18%binder of single component polyurethane and shall provide 100% coating ofthe EPDM granules particles Design on the base top layer by a specialized team of installers according to the specificationof approved material and shade. The detailed technical specifications of EPDM flooring material properties, application procedure, testing. etc. are attached herewith for compliance. The documentary evidence has to be produced.for the procurement of material for b the manufacturer`s test certificate. An undertaking is to befurnished by the agency that surface system is tested EN 1177 For shock absorption report of SPORTS LAB approvedby IAAF WORLD Athletics’ company has not been blacklisted by lAAF/Sports Authority of India/ World Athletics’IAAF means earlier `international Association of Athletics Federations or World Athletics now. The work shall be carried out by the manufacturer`s approved applicator and the prospective bidder should produce a letter from the approvedmanufacturer prior to submission of bid and strictly to the technical specifications and satisfaction of the engineer incharge.(Guarantee Period Five years) |
| 7 | Electrical Conduiting: Laying PVC conduits and wiring provisions forthe low-level step lights visible in the seating tiers. |
| 8 | Water Jet fountain: Circular GI Manifold of 10 feet diameter having socket, lights stands, intels welded on it with ring supporting stand heavy duty Specification : GI B class |
| 9 | Water Jet fountain:GI Manifold of 6 feet diameter having socket, lights stands, intels welded on it with ring supporting stand heavy duty Specification : GI B class |
| 10 | Water Jet fountain: 1` multi dimensional array jet nozzle made of brass with thick output bore size Nozzle Specification : Bronze/Brass with chrome |
| 11 | Water Jet fountain: CNC Made Long Stream adjustable Vertical Jet Nozzle made of brass with chrome finishing with thick output bore 8mm Nozzle Specification : Bronze/Brass with chrome |
| 12 | Water Jet fountain: CNC Made Adjustable Crown Jet Nozzle made of brass with chrome finishing with Nozzle Specification : Bronze/Brass with chrome |
| 13 | Water Jet fountain: DN15 PVC made Lever Operated Rotating Ball valve heavy duty |
| 14 | Water Jet fountain: Supply of waterproof high power LED lights with lens of 30-45 degree lens and 12v/18Watts color changing RGB/WW with Side Mounting Stand Body : stainless steel |
| 15 | Water Jet fountain: 3 way ss304 Lighting stand for Mounting light |
| 16 | Water Jet fountain: Module Controller/Power Supply for Lights module controller for RGB Led lights which has different Presets to change the lights effect in different and attractive ways |
| 17 | `Water Jet fountain: Supplying of Open well submersible Pump Set with totally enclosed water filled squirrel cage induction motor water lubricated with oil seals with sleeves and thrust bearing having all rotating parts dynamically balanced for silent operation Suitable for supply Motor Body : CI Pump Body : CI Make : Kirloskar/Crompton or equivalent , Capacity : 7.5 HP Three Phase ` |
| 18 | Water Jet fountain: Supplying of Open well submersible Pump Set with totally enclosed water filled squirrel cage induction motor water lubricated with oil seals with sleeves and thrust bearing having all rotating parts dynamically balanced for silent operation Suitable for supply Motor Body : CI Pump Body : CI Make : Kirloskar/Crompton or equivalent Capacity : 10 HP Three Phase |
| 19 | Water Jet fountain: Electrical Panel with DOL Starter for motor with complete protection of pump from overvoltage, and overcurrent having meters, indicators, phase preventer, push buttons, RYB indicators, mcb, etc. with ample spaces for module controller mounting switchgear make : Chint |
| 20 | Water Jet fountain: 4` SS304 made Filter Mesh Stainer preventing leaf, and dubries entering to pump |
| 21 | Water Jet fountain: Plumbing ( Piping) Work : Supplying and Fixing of PVC Pipe (10 and 6Kg/cm2), Fittings, like elbow, MTA, FTA, SOCKET etc. Make: Prince/Supreme/finolex or equivalent |
| 22 | Water Jet fountain: Electrical material flat/round cables PVC insulated PVC sheathed copper conductor of Make: Deep Cables/National complete as per thedirection and entire satisfaction of Engineer in charge. Consist of 2.5mm 3 core, 1.5mm 4 core, submersible joints, conduit pipe etc |
| 23 | Water Jet fountain: Supply and installation of Musical water fountain control panel based on dmx technology having differert dmx communication card,wifi technology based, having relay mosfet card, and other accessories having 20 min. programming inside it Creating Music Synronised water effects |
| 24 | Water Jet fountain: Supply and installation of 500 Watts Amplifier based Sterio Music System and 2 nos of 200 Watts speakers of 127dB Maximum Rated SPL, 6kHz Crossover Frequency, Input Connector, Free Flow Flared Port, Voice Coil Low Frequency Speaker, High Frequency Unit, Two Way Configuration complete as per standard specifications.in syne with Musical Dancing Fountain |
| 25 | Water Jet fountain: Labour installation, testing and supervision charges |
| 26 | Water Jet fountain: Transportation Charges for fountain material |
| 27 | Cascade water descent Fountain : Supply of water descent of 500mm length made of ss304 for durability and rust resistant propertyNozzle Specification : SS304 |
| 28 | Cascade water descent Fountain : Supply of waterproof high power LED lights with lens of 30-45 degree lens and 12v/18Watts color changing RGB/WW Body : Stainless Steel Body , Rating :- IP68 |
| 29 | Cascade water descent Fountain : Supply of Open well submersible Pump Set with totally enclosed water filled squirrel cage induction motor water lubricated with oil seals with sleeves and thrust bearing having all rotating parts dynamically balanced for silent operation Suitable for supply Motor Body : CI Pump Body : CI Make : Kirloskar/Crompton or equivalent Capacity : 9.5lps at 10 mtr head |
| 30 | Cascade water descent Fountain : Supply of Electrical panel Box with pump starter having overload relays, contactor, mcb, panel indicator, on/off buttons, Digital Meters etc for complete protection of motor from overcurrent and overvoltage conditions |
| 31 | Cascade water descent Fountain : Supply of DCC Power Supply Module of suitable cacacity for underwater lighting |
| 32 | Cascade water descent Fountain : Plumbing ( Piping) Work : Supplying of PVC Pipe (6 and 10Kg/cm2), Fittings, like elbow, MTA, FTA, SOCKET etc. having ISI Marked pipes Make: Prince/Supreme/Prakash or equivalent as per site availibility |
| 33 | Cascade water descent Fountain : Supply of Electrical material flat/round cables PVC insulated PVC sheathed copper conductor of Make: Deep Cables/National complete as per the direction and entire satisfaction of Engineer in charge. Consist of 2.5mm 3 core, 1.5mm 4 core, submersible joints, conduit pipe etc |
| 34 | Cascade water descent Fountain: Labour installation, testing and supervision charges |
| 35 | Cascade water descent Fountain: Transportation Charges |
| 36 | Supply and Installation of Topiary Wireframe bear family set 3pc with the height of 7 ,6,5 ft |
| 37 | Artificial Grass of wire frame bear Family |
| 38 | Supply and Installation of FRP Swan Natural Bird Sculpture on mountain rock of 8 feet height with transportation |
| 39 | FRP (Fiber Reinforced Plastic) animal-shaped dustbins 60 ltr. painted as cartoon or animal characters, such as the monkey, rabbit, and penguin with installation |
| 40 | [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] |
| 41 | [10.2]Supplying and filling in plinth with sand (conforming to zone-IV, IS 1542) under floors, including watering, ramming, consolidating and dressing complete. [Through Rate] |
| 42 | [10.30.2]Providing and laying of chequered precast cement concrete tiles 22 mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). 2. Medium shade pigment using 50% white cement 50% Grey cement [Through Rate] |
| 43 | [10.39.1]Providing and fixing of 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. 1. Red sand stone [Through Rate] |
| 44 | [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] |
| 45 | [10.50.1]Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 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. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. [Through Rate] |
| 46 | [10.51]Providing and fixing granite stone in all shades 15mm to 18 mm thick in skirting /dado, risers of steps, pillars and wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of Granite including labour for fixing cramps pins and dowels etc. [Through Rate] |
| 47 | [10.58]Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. [Through Rate] |
| 48 | [10.6]Providing and laying of screed of 40 mm thick cement concrete 1:4:8 to be laid below the topping. [Through Rate] |
| 49 | [10.99]Providing and fixing covel stone/garden stone of size 150 mm x 150 mm laid in 20 mm thick cement mortar 1:3 including grouting the joint with white cement and matching pigment complete in all respect (Covel/Garden stone to be as per manufacturer`s specifications to be got approved from Engineer-in-charge) [Through Rate] |
| 50 | [11.4.2]10 mm thick cement plaster 2. 1:3 (1 cement: 3 fine sand) [Through Rate] |
| 51 | [11.5.2]12 mm cement plaster of mix : 2. 1:3 (1 cement: 3 fine sand) [Through Rate] |
| 52 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] |
| 53 | [11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) [Through Rate] |
| 54 | [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] |
| 55 | [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] |
| 56 | [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] |
| 57 | [11.76]Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete. [Through Rate] |
| 58 | [11.77]Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc. [Through Rate] |
| 59 | [11.78]Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. [Through Rate] |
| 60 | [11.8.1]12 mm cement plaster of mix : 1. 1:4 (1 cement: 4 coarse sand) [Through Rate] |
| 61 | [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] |
| 62 | [12.78.1]Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 1. 250x10 mm [Through Rate] |
| 63 | [12.80]Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. [Through Rate] |
| 64 | [12.86]Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. [Through Rate] |
| 65 | [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] |
| 66 | [13.3.3.1]Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 2.0 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 2.00 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: 3.1. Profile E Fixing with adjustable lugs with split end tail to each jamb [Through Rate] |
| 67 | [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] |
| 68 | [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] |
| 69 | [15.1.1.1]Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORTandH specifications Ordinary soil 1.1. Manual Means Depth up to 3 m [Through Rate] |
| 70 | [17.15.1]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 1. Grading I material [Through Rate] |
| 71 | [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] |
| 72 | [17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate] |
| 73 | [20.71.1]Supply, erection, testing of Ceiling fans IS marked (as per IS code 374) with suitable GI pipe complete in all respects complete as per directions of Engineer-in-charge 1. 48\\" (1200mm) [Through Rate] |
| 74 | [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] |
| 75 | [22.207.1]Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design : 1. With common burnt clay non-modular bricks of class designation 7.5 [Through Rate] |
| 76 | [22.218.1]Providing and Supplying of class SN 8 structured wall Polyethylene Piping system (Pipe with online/ offline coupler and elastomeric sealing ring) with non smooth external annular corrugated and smooth internal surface (double wall) for non-pressure underground sewerage and drainage application as confirm to IS 16098 (part II):2013 including transportation, frieght charges, inspection charges, loading, unloading, complete as specified and directed by Engineer In-Charge. 1. 250 mm Internal Diameter [Through Rate] |
| 77 | [22.219.1]Lowering, Laying and jointing of class SN 8 structured wall (External Annular Corrugated and Smooth Internal Surface Polyethylene Piping and fitting with the help of coupler(online/ offline) attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench, laying on the lower bedding (constructed at bottom of trenches) at prescribed gradient, depth and alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segment etc. complete as per drawing, specification and detailed engineering, including cartage of pipes and fitting etc. as per direction of Engineer-in-charge. 1. 1250 mm Internal Diameter [Through Rate] |
| 78 | [23.1.5.1]COPPER WIRING IN MS CONDUIT (SURFACE/RECESS) 5.1. Wiring in MS conduit system for 3-pin 15amp. Plug point by using 2 no 4 sqmm FRLS copper wire and 1 no 4 Sqmm FRLS copper wire for earthling , including providing 1 no 15/16 Amp 3/6 pin socket and 1 no 15/16 Amp switch required MS Box etc complete as required Group A [Through Rate] |
| 79 | [23.1.5.3]COPPER WIRING IN MS CONDUIT (SURFACE/RECESS) 5.3. Wiring in MS conduit system for 3-pin 15amp. Plug point by using 2 no 4 sqmm FRLS copper wire and 1 no 4 Sqmm FRLS copper wire for earthling , including providing 1 no 15/16 Amp 3/6 pin socket and 1 no 15/16 Amp switch required MS Box etc complete as required Group C [Through Rate] |
| 80 | [23.22.4.5]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 4.5. Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. TPN DB Horizontal type Double Door 4 way ( 8 incoming and 3phase*4 outgoing) [Through Rate] |
| 81 | [23.22.5.1]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 5.1. Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 6 amp. to 32 amp Single Pole [Through Rate] |
| 82 | [23.22.5.6]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 5.6. Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 40 amp to 63 amp. MCBs TRIPLE POLE [Through Rate] |
| 83 | [23.22.6.6]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 6.6. Supply and erection double pole/Four pole Residual (RCCB/ELCB) on 240/415V, 5Hz. AC supply installed in existing sheet steel enclosures including making necessary connections and bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. FP RCCB 30ma sensitivity , 63 A [Through Rate] |
| 84 | [23.28.12.15]Supplying, installation, Testing and Commissioning of Street light LED fixture powder coated pressure die cast aluminum body with driver as per the requirement with Driver efficiency )85%, Input voltage: 140-270 Volt AC, freq 50/60 hz, Operating temp range -15 deg to 50 deg centigrade, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency )85%,THD ( 10% as per IEC 61000-3-2 , P. F.=0.95, IP- 66,IK-10, CRI )80, under voltage and over voltage protection, EMI- EMC As per CISPR -15, lenses for beam angle as per IESNA type I/II/III as per the width of the road and the project requirement., suitable to fit in up to 65mm dia pipe, life time (LED,Driver and electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin),SDCM(Standard Deviation Color Matching) (5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c connections with 1.5 sq mm FRLS, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy =105 (120 lm/Watt output . LM79 and LM80 Test report from NABL lab for all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminum housing such that LED junction temperature shall not rise above 90°C). 15. 100 watt [Rate] |
| 85 | [23.28.2.3]Supplying, installation, Testing and Commissioning of LED Recessed /surface Down lighter (Round / square/ Rectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency )85%, Operating voltage AC 140-270 Volt, freq 50/60 hz, Operating temp range -15 deg to 40 deg centigrade, internal surge protection of 2.5 KV with Short and Open circuit protection ,THD ( 10% , P. F.=0.95, IP20, CRI )80 , UGR (Unified Glare Rating) ( 19, Flicker free (flicker should be below 5 %), life time (LED,Driver and electrical circuitry), life time of minimum 50000 Burning Hours with , 70% of initial Lumen maintained till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin), SDCM(Standard Deviation Color Matching) (3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. `complete in all respect i/c connections with 1.5 sq mm FRLS, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy =120 (135 lm/Watt output . LM79 and LM80 Test report from NABL lab for all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminum housing such that LED junction temperature shall not rise above 90°C 3. 12-15 watt [Rate] |
| 86 | [23.3.1.2]COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 1.2. Wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe. Group B [Through Rate] |
| 87 | [23.3.1.3]COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 1.3. Wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe. Group C [Through Rate] |
| 88 | [23.3.6.2]COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 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 PVC Conduit etc as required. 1 run of Size 2.50 Sqmm(1.1.80mm) [Through Rate] |
| 89 | [23.3.6.5]COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 6.5. 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 PVC Conduit etc as required. 1 run of Size 10 Sqmm(1/3.50 mm) [Through Rate] |
| 90 | [23.7.6.2]PVC CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS 6.2. Supply and erection of PVC CONDUIT ISI marked (Medium) recessed in wall/ceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in-Charge of work. PVC pipe of 25 mm dia. [Through Rate] |
| 91 | [23.7.6.3]PVC CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS 6.3. Supply and erection of PVC CONDUIT ISI marked (Medium) recessed in wall/ceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in-Charge of work. PVC pipe of 32 mm dia. [Through Rate] |
| 92 | [23.8.1.13]FITTING AND ACCESSORIES 1.13. Providing and fixing Piano type accessories of approved make in existing box and Bakelite sheet including fixing and making necessary connections, complete in all respect. Socket size rotary step type Electronic regulator for A.C. ceiling fan [Through Rate] |
| 93 | [23.8.4]FITTING AND ACCESSORIES 4. Supply and erection of 10.5 cm dia M.S.Fan box including 8 mm dia 30 cm long M.S. Road made into suitable suspension hook and erected in R.C.C. slab for the erection of fan complete with all labour and material required to complete the job. [Through Rate] |
| 94 | [24.1.1]EARTHING AND LIGHTENING ARRESTOR 1. Earthing with GL earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. (but without charcoal or coke and salt) as required. [Through Rate] |
| 95 | [24.1.12]EARTHING AND LIGHTENING ARRESTOR 12. Supplying and laying 6 S.W.G G.I. wire at 0.50 m below ground level from earth electrode including thimbles, soldering etc. as required. [Through Rate] |
| 96 | [24.1.13]EARTHING AND LIGHTENING ARRESTOR 13. Providing and fixing 4.00 mm dia G1. Wire on surface or in recess for loop earthing as required. [Through Rate] |
| 97 | [24.1.14]EARTHING AND LIGHTENING ARRESTOR 14. Supply and erection of 20mm x 3 mm thick GI, tape fixed with suitable G.I. staples of same size. [Through Rate] |
| 98 | [24.1.16]EARTHING AND LIGHTENING ARRESTOR 16. Supply and erection of 25mm dia 1.5 metre long lightning GI. tube rod tapered into a point at the top with 16cm x 16cm x 3mm thick G.I. base plate and necessary nuts and bolts with washers. [Through Rate] |
| 99 | [24.1.17]EARTHING AND LIGHTENING ARRESTOR 17. Providing and fixing testing joints made of 20mm x 3mm thick G.I. strips 125 mm long with 4 nos. G.I. bolts and nuts with washers complete. [Through Rate] |
| 100 | [24.1.2]EARTHING AND LIGHTENING ARRESTOR 2. Extra for using salt and char coal/coke for pipe earth electrode as required. [Through Rate] |
| 101 | [24.1.3]EARTHING AND LIGHTENING ARRESTOR 3. Earthing with G.I. earth plate 600 mmx 600 mm x 6 mm thick including accessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) complete as required. [Through Rate] |
| 102 | [24.1.9]EARTHING AND LIGHTENING ARRESTOR 9. Providing and fixing 25 mm x5 mm copper strip in 40 mm dia G.I. pipe from earth electrode as required. [Through Rate] |
| 103 | [24.10.1]CIVIL ITEMS (USED COMMONLY IN ELECTRICAL WORKS) 1. Digging & refilling of trench 30 cm wide below ground level for erection of pipe/cable (up depth of 1 Metre. underground cable excluding the cost of cable/pipe complete in all respect. [Through Rate] |
| 104 | [24.11.35]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING AND ERECTION/LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR CABLE 0.75 METER BELOW GROUND LEVEL COVERED WITH SAND AND BRICKS INCLUDING EXCAVATION AND REFILLING OF TRENCHES 35. 35 Sq mm 3 core (UnArm.) [Through Rate] |
| 105 | [24.2.5.1]LT CABLE 5.1. Laying and fixing of cable on surface/ cable tray etc as required:- 2.5 Sq mm to 10 Sq mm 2 to 4 Core [Through Rate] |
| 106 | [24.2.6.6]LT CABLE 6.6. Supply and erection of copper lugs including crimping etc. entire satisfaction of Engineer-in- Charge of the work. 16 sqmm [Through Rate] |
| 107 | [24.2.7.2]LT CABLE 7.2. Supply and erection of suitable compression type brass cable glands for underground Cable :- 10 sqmm to 16 sqmm Cable 2 to 4 Core [Through Rate] |
| 108 | [24.2.8.5]LT CABLE 8.5. Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work. 25 sqmm [Through Rate] |
| 109 | [24.4.4.1]STREET LIGHT 4.1. Erection of street light fitting on the pole including the cost of petty material required (irrespective of height/length of bracket) At Pole up to the height of 4.5 metres [Through Rate] |
| 110 | [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] |
| 111 | [24.4.8.1]STREET LIGHT 8.1. Supply and erection of Hot Dip Galvanized octagonal pole of 3mm thickness, with base plate including cost of nut and bolts , earthing studs, Integral Cable termination arrangement 5 mm thick Bakelite base plate on suitable welded MS/GI bracket 32 A four way connector 2 no 10 A SP MCB , end cover and all accessories as supplied by the manufacture including 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 3 Metre Long pole with top dia 65 mm and bottom dia 130mm with base plate of size 200 x 200 x 12 mm [Through Rate] |
| 112 | [24.5.2.3]MISCELLANEOUS ITEMS 2.3. 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 63/50 mm outer dia/inner dia [Through Rate] |
| 113 | [26.104]Providing and displaying of Areca Palm plant, having ht. 1.50 m to 1.95 m with 8 to 10 suckers, well developed, fresh and healthy with lush green foliage in 30 cm size of Earthen pot/Plastic pot and as per direction of the officer-in-charge. [Through Rate] |
| 114 | [26.121]Providing and displaying of Croton Petra Bangalore variety plant, having ht. 60 cm to 75 cm with 4 to 6 branches, well developed, fresh and healthy colourful leaves in 25 cm size of Earthen pot/Plastic pot and as per direction of the officer-in-charge. [Through Rate] |
| 115 | [26.128]Providing and displaying of Dracaena song of India specimen plant (three in one), having ht. 60 cm and above, well developed, fresh and healthy with good foliage in 20 cm size of Earthen pot/Plastic pot and as per direction of the officer-in-charge. [Through Rate] |
| 116 | [26.158]Providing and displaying of Raphes palm plant, having ht. 45 cm to 60 cm with 5 to 7 suckers, well developed, full of fresh and healthy leaves in 25 cm size of Earthen pot/Plastic pot and as per direction of the officer-in-charge. [Through Rate] |
| 117 | [26.279]Providing and Displaying Bismarckia Palm 115 to 180 cm ht., well developed 12 and above good colour fresh and healthy leaves in 40 cm Cement Pot as per direction of the officer-in- charge. [Through Rate] |
| 118 | [26.282]Providing and Displaying Cycus revoluta in 35 cm challi, specimen plant, having 30 to 40 with fresh and healthy, leaves having 25cm to 30cm circumference of base stem well developed as per direction of the officer-in-charge. [Through Rate] |
| 119 | [26.286]Providing and Displaying Cyprus Golden Conical Shape 150 to 165 cm ht., with fresh and healthy Golden colour foliage in 40 cm Cement Pot as per direction of the officer-in-charge. [Through Rate] |
| 120 | [26.300]Providing and Displaying Furcaria Variegated hybrid well developed with fresh and healthy foliage 20 and above attractive leaves in 35 cm Cement Pot as per direction of the officer-in- charge. [Through Rate] |
| 121 | [26.308]Providing and Displaying Topiary plant of Ficus Panda well developed with fresh and healthy foliage with 6 to 7 Balls and 75 to 90 cm spread each Ball, 150 to 165 cm ht., in 35 cm Cement Tray /Cement Pot as per direction of the officer-in-charge. [Through Rate] |
| 122 | [26.329]Providing and stacking of Iresine herbstii, of height 20-30 cm., full of branches well developed in 10 cm size of Earthen Pot / Plastic Pot and as per direction of the officer-in-charge. [Through Rate] |
| 123 | [26.337]Providing and stacking of Syngonium (Butterfly) variegated with 2-3 suckers healthy foliage in Earthen Pot/Plastic Pot of size 15 cm. as per direction of the officer-in-charge. [Through Rate] |
| 124 | [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] |
| 125 | [26.343]Providing and stacking of Wedelia trilobata, full of leaves in 15 cm size of Poly bags and as per direction of the officer-in-charge. [Through Rate] |
| 126 | [26.350]Providing and stacking of Bauhinia blakeana (Kachnar) of height 120-150 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. [Through Rate] |
| 127 | [26.370]Providing and stacking of Ficus benjamina (green) of height 150-165 cm., bushy with healthy branches and lush green foliage in 35 cm HDPE bags as per direction of the officer-in- charge. [Through Rate] |
| 128 | [26.383]Providing and stacking of Fishtail palm of ht. 210-240 cm bottom girth 25-30 cm well developed in 30 cm HDPE bags as per direction of the officer-in-charge. [Through Rate] |
| 129 | [26.387]Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 25-30 cm well developed in big size HDPE bags as per direction of the officer-in-charge. [Through Rate] |
| 130 | [26.413]Providing and stacking of Plumeria alba of height 165-180 cm. with 3-4 branches and thick stem in 35 cm HDPE bags as per direction of the officer-in-charge. [Through Rate] |
| 131 | [26.421]Providing and stacking of Pterospermum acerifolium (Kanak Champa) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. [Through Rate] |
| 132 | [26.457]Providing and stacking of Ficus Reginald well branched, bushy of height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. [Through Rate] |
| 133 | [26.459]Providing and stacking of Ficus panda of height 45-60 cm. with 6-7 branches and healthy foliage in p.bag of size 25 cm as per direction of the officer-in-charge. [Through Rate] |
| 134 | [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] |
| 135 | [26.496]Providing and stacking of Tabernaemontana coronaria (Chandni single) variegated of height 105-120 cm., multibranched, bushy in 35 cm size HDPE bag as per direction of the officer-in- charge. [Through Rate] |
| 136 | [26.513]Providing and stacking Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara, Mohan, Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Polybag and as per direction of the officer-in-charge. . [Through Rate] |
| 137 | [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] |
| 138 | [26.63.1]Providing and fixing steel tree guard 1. MS circular tree guard 60 cm dia and 1.8 metres. height above ground level formed of 4 Nos. of angle irons of 25 x 25 x 3 mm 2.10 m long, 4 Nos. 25mm x 3mm, 1.5 m long vertical MS flat welded to 3 no. 25 mm x 6mm M.S flat iron rings in two halves bolted together with 8mm dia & 30 mm long bolts and fixing 250 mm X 100 mm iron plate, fixed in ground with 1:2:4 cement concrete, complete in all respects. Minimum weight should be 20.85 kg before primer and paint . [Through Rate] |
| 139 | [26.9.5]Turfing lawns with fine grassing ( selection no.1/ Bermuda and Mexican/Neelgiri grass )including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying of selection no. 1 / Bermuda doob grass and Mexican/Neelgiri grass roots, including supplying and spreading of farmyard manure at the rate of 0.60 cum per 100 sqm, maintenance till weed free turf is formed 5. Planting Neelgiri/ Mexican grass roots in rows 5 cm apart in both directions. [Through Rate] |
| 140 | [26.9.6]Turfing lawns with fine grassing ( selection no.1/ Bermuda and Mexican/Neelgiri grass )including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying of selection no. 1 / Bermuda doob grass and Mexican/Neelgiri grass roots, including supplying and spreading of farmyard manure at the rate of 0.60 cum per 100 sqm, maintenance till weed free turf is formed 6. Planting Neelgiri/ Mexican grass roots in rows 7.5 cm apart in both directions. [Through Rate] |
| 141 | [28.22]Providing and Applying high quality acrylic modified resin based texture of Dholpur/Red sand stone Pattern with anti algae and UV resistance properties to be applied as intermediate finish in desired pattern @ 43.04 kgs/10 sqm to form film of 1- 1.5 mm thickness after scrapping and properly cleaning the surface to remove loose particles from the plaster surface, followed by top coating with Premium Acrylic Smooth exterior paint with Silicone additives of required shade by two or more coats @ 1.43 litres/10 sqm, complete as the direction of Engineer -in-Charge. [Through Rate] |
| 142 | [28.23]Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. [Through Rate] |
| 143 | [28.43]Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) ) 78, solar reflection ) 0.70 and initial emittance ) 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement and marble powder in ratio of 1:1, including rubbing and polishing of the surface up to 3 cuts complete, including providing skirting up to 150 mm height along the parapet walls in the same manner. [Through Rate] |
| 144 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km] |
| 145 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [Beyond 5km up to 10km per KM] |
| 146 | [33.15]Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading and sizes as per actual requirement, all complete as per direction of Engineer-in-charge. [Through Rate] |
| 147 | [33.6.1.1]Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire and running charges of all equipments, tools, plants and machineries required for the job, all complete as per direction of Engineer-in-charge, up to 90 metre depth below ground level. 1.1. All types of soil 300 mm dia [Through Rate] |
| 148 | [33.8.3]Supplying, assembling, lowering and fixing in vertical position in bore well, Unplasticised PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings and accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 3. 200 mm nominal size dia [Through Rate] |
| 149 | [33.9.3]Supplying, assembling, lowering and fixing in vertical position in bore well Unplasticised PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire and labour charges, fittings and accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 3. 200 mm nominal size dia [Through Rate] |
| 150 | [34.2.1]Cast in Situ Cement Concrete M 20 Kerb with ChannelConstruction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 1. Using Concrete Mixer [Through Rate] |
| 151 | [4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate] |
| 152 | [4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. [Through Rate] |
| 153 | [5.43.1]Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 1. For thickness of tiles 10 mm to 25 mm [Through Rate] |
| 154 | [6.1.1]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: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 155 | [6.1.2]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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 156 | [6.1.4]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: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 157 | [6.1.5]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: 5. 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size) [Through Rate] |
| 158 | [6.1.6]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: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate] |
| 159 | [6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 160 | [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] |
| 161 | [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] |
| 162 | [6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns [Through Rate] |
| 163 | [6.29.2]Centering and shuttering including strutting, propping etc. and removal of form work for : 2. Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. [Through Rate] |
| 164 | [6.29.3]Centering and shuttering including strutting, propping etc. and removal of form work for : 3. Columns, piers, abutments, pillars, posts and struts [Through Rate] |
| 165 | [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] |
| 166 | [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] |
| 167 | [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] |
| 168 | [6.33.6]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 below 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] |
| 169 | [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] |
| 170 | [7.100.1]Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. 1. Red sand stone [Through Rate] |
| 171 | [7.20.1]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate] |
| 172 | [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] |
| 173 | [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] |
| 174 | [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] |
| 175 | [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] |
| 176 | [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] |
| 177 | [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] |
| 178 | [9.58.5.2]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. 5.2. Bend 87.5° 110 mm bend [Through Rate] Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 31, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysSep 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
Download All (ZIP) ↓
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