Tender For Construction Of Children Park (Under Divya Nagar Darshan Scheme) At Mc Palwal, Palwal-Haryana

TDR : 55482211

Tender Notice
BOQ

12 Days Left

Palwal , Haryana

Tender Brief : Tender For Construction Of Children Park (Under Divya Nagar Darshan Scheme) At Mc Palwal

Document Fees
₹ 15000 /-

EMD
₹ 1203145.0 /-

Tender Value
₹ 6.01 Crore /-

Submission Date
27-05-2026

Competition Type
Indian

Bidding Type
Tender

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1	-Providing and Laying unplasticised Rigid uPVCPipes(110mm) conforming to IS : 4985 class V 10 Kg /Sqcm , including allrequired fittings i.e saddles ,tees , elbows,reducer, etc conforming to IS :4985 including jointing with solvent cement / ring fit joints asper manufacturerrecommendation . Costshall be Included the Excavation ofTrenches for Laying of Pipes up to1.5 m Depth and Pipes dia up to 150 mm dia . Pipes used forExternal Garden HydrantSystem applicatio
2	-10Watt LED Mirror Light (Without GST)
3	12W LED Surface Mounted Down Light (Without GST)
4	-Providing Main Panel 160amps TPN MCCB(36 KA)with thermal magnetic release for SC and OLand EFProtection one set including metering, indication andprotection as per NS Descriptio
5	-Supply, installation testing and commissioning ofsubmersible pumping set complete in ss suitable to operateon 410 volts 3 phase50 HZ A.C. power supply, Motor efficiency IE 3 including waterproof joint free flat submersible cooper cable,of 6 sqmmincludingearthing connection motor control panel complete in allrespect as per details given below : (For Borewell) (Without GST)
6	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
7	-Instalation and providing of water booth (in SS)completelywith water filter plant in pre fabricated structure for filterwater booth roofing complete. The water supply to the filter ifthe responsibilty of monitoring authority. Specification as perthe attached qoute from GEM portal(Without GST)
8	Providing and fixing of Mutlicolor FRP slides as as shown in image , Size 40x35 ft. The FRP material shall be as per IS CODE /EURO STANDARD /pollution free and easy to maintain . The platform for the equipment fixing shall be inclsive with all supporting strcutural system in Mild steel with anchoring in concrete pedestal for steady erection at site, the shelf load an dchildern load shall be cosnidered for the erection purpose as per CODAL refrence. (Without GST)
9	Providing and fixing of Mutlicolor FRP made equipments PEACOCK shape with stpes with as as shown in image , as per size and specs mentined in image above. The FRP material shall be as per IS CODE /EURO STANDARD /pollution free and easy to maintain . The platform for the equipment fixing shall be inclsive with all supporting strcutural system in Mild steel with anchoring in concrete pedestal for steady erection at site, the shelf load an dchildern load shall be cosnidered for the erection purpose as per CODAL refrence (Without GST)
10	Providing and fixing of STYLISH SEE-SAW , CAAPCITY 4 CHILDERN with multiple as shown in image , Size - ft. The FRP material shall be as per IS CODE /EURO STANDARD /pollution free and easy to maintain . The platform for the equipment fixing shall be inclsive with all supporting strcutural system in Mild steel with anchoring in concrete pedestal for steady erection at site, the shelf load an dchildern load shall be cosnidered for the erection purpose as per CODAL refrence.(Without GST)
11	Providing and fixing of Mutlicolor FRP made equipments YK22 , CAAPCITY 30-40 CHILDERN with multiple slides as as shown in image , Size 40x35 ft. The FRP material shall be as per IS CODE /EURO STANDARD /pollution free and easy to maintain . The platform for the equipment fixing shall be inclsive with all supporting strcutural system in Mild steel with anchoring in concrete pedestal for steady erection at site, the shelf load an dchildern load shall be cosnidered for the erection purpose as per CODAL refrence.(Without GST)
12	Supply and Installation of World Federation Approved BWF and International Laboratory Certified Labosports Guangzhou. Synthetic Polypropylene BWF Approved Flooring (Specialized Work of Cycling TRACK) (Without GST)
13	20W LED Tubelight/Batten Light-T5
14	Supply, erection, testing and commissioning of an outdoor post top lantern having 35W,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)
15	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)
16	-Providing External Feeder Pillar Including (INCOMING 1 no. 63 Amp FP MCCB, 16KA with thermal magnetic protective releases having O/L and S/C protection. 10 no. 32 Amp FP MCB, 10KA with thermal magnetic protective releases. 10 no 24 hrs programmable timer and contactor complete for automatic operation of external lighting. Phase indicating lamps RYB with 2 Amps SP MCB back up. BUSBAR 100 Amp TPN aluminium busbars (Current Density 1A/Sq.mm) with 100% neutral. OUTGOING 04 nos. 63 amp DP MCB, 10 KA 04 nos. 32 amp DP MCB, 10 KA 02 nos. 32 amp TPN MCB, 10 KA External Lighting Feeder Pillar-1 described as above and all as per specification
17	-Providing and Laying unplasticised Rigid uPVC Pipes(110mm) conforming to IS : 4985 class V 10 Kg / Sqcm , including allrequired fittings i.e saddles ,tees , elbows ,reducer, etc conforming to IS : 4985 including jointing with solvent cement / ring fit joints as per manufacturer recommendation . Costshall be Included the Excavation of Trenches for Laying of Pipes up to 1.5 m Depth and Pipes dia up to 150 mm dia . Pipes used for External Garden Hydrant System application 75mm outer dia (Without GST)
18	Providing and fixing floor drain with jali size 110X63 size inlet and outletincluding cutting and making good the walls and floors wherever requiredcomplete in all respects.
19	Providing and Fixing CP Brass Health Faucet with 8 mm dia and 1200 mm long PVC Flexibletube and wall hook / wall bracket with NRV back flow preventer with 2 nos CP round wallflange and CP Brass Screws and Rawl plugs all other required accessories Complete in allrespect as per direction of Engineer - in - charge . ( MAKE-: JAQUAR, MODEL NO. ALD 577: OR EQUIVALENT.)
20	Providing and Fixing Stainless Steel Material Grade SS - 316 Grab Bar 600 mm Long with 2nos CP round wall flange and CP Brass Screws and Rawl plugs all other requiredaccessories Complete in all respect as per direction of Engineer - in - charge . ( MAKE-:JAQUAR, MODEL NO. AHS 1507 : OR EQUIVALENT.
21	Providing and Laying unplasticised Rigid uPVC Pipes conforming to IS : 4985 class V 10 Kg/ Sqcm , including all required fittings i.e saddles , tees , elbows , reducer , etc conformingto IS : 4985 including jointing with solvent cement / ring fit joints as per manufacturerrecommendation . Cost shall be Included the Excavation of Trenches for Laying of Pipes upto 1.5 m Depth and Pipes dia up to 150 mm dia . Pipes used for soil and waste pipingSystem application .40 mm outer dia
22	Providing and Laying unplasticised Rigid uPVC Pipes conforming to IS : 4985 class V 10 Kg / Sqcm , including all required fittings i.e saddles , tees , elbows , reducer , etc conforming to IS : 4985 including jointing with solvent cement / ring fit joints as per manufacturer recommendation . Cost shall be Included the Excavation of Trenches for Laying of Pipes up to 1.5 m Depth and Pipes dia up to 150 mm dia . Pipes used for soil and waste piping System application .50 mm outer dia
23	Hiring of Skilled Person for 1 Month (GST Extra)
24	Supply of double swing set, size 10x3x8 ft. Main cross bar 50mm round pipe and 50mm MS Pipe for legs, four numbers of 8mm mild steel chains with Rubber flexible belt type seats. All the welding joints of the pipe are robotic welded with joints scalloped as necessary and dressed of removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing, with Powder Coating of desired color and shade for proper finishing and attractive looks as per description mention above
25	Supply of monkey bar climber. Main frame structure of size 2ft and 7.5ft height. Main standing frame of pipe 60mm OD pipe and Climbing ladder pipe of 32mm OD Climbing ladder frame of 40mm OD pipe and ladder pipe of 32mm OD pipe. All the welding joints of pipe are robotic welded with joints scalloped as neccessary and dressed of removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing, with Powder Coating of desired color and shade for proper finishing and attractive looks. (Without GST) as per description
26	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 cushion layer of 9mm thick black crumb rubber/SBR adhered with a polyurethane binder and 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 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)
27	Providing, installing and commissioning of automatic organic waste composter (100 kg/day capacity, dimensions 1700×950×1100 mm) with temperature control system (20-70°C range) and IoT monitoring, constructed with: SS-304 stainless steel outer body, powder-coated MS electrical panel (IP-65 rated), epoxy-painted mild steel frame and base, SS-304 contact parts, 5mm thick MS shredder hopper with anti-corrosion treatment, and hardened MS shredder blades (dual 2HP motors, 2800 RPM), featuring automatic moisture adjustment (40-60% RH), bio-filter deodorization, =60 dB noise operation, PLC control panel (touchscreen HMI) with overload protection and emergency stop, including 72hour test run with actual waste (verifying =5% residue output and 95% volume reduction), operator training (8 man-hours), submission of commissioning certificate, and 1-year comprehensive warranty (excluding consumables) - complete as per CPCB guidelines (including all electrical/structural works within 3m radius) without GST
28	[10.107]Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes and patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 0 0 0 [Through Rate]
29	[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]
30	[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]
31	[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]
32	[10.42]Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. [Through Rate]
33	[10.47]Providing and laying Baroda Green marble stone 17mm and above thick in risers of step, skirting , dado, pillars and wall lining included matching the grains of marble slab in any pattern as specified laid over 12mm thick cement sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing. The rates are for all heights / storey. The sample shall be got approved from Engineer In Charge. [Through Rate]
34	[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]
35	[10.62]Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. [Through Rate]
36	[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]
37	[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate]
38	[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]
39	[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]
40	[11.70]`Extra for using White Cement based primer modified with high performance polymers, applied as an undercoat for exterior/interior cementitious surfaces before paint Technical Specifications: i) Degree of whiteness (in terms of reflectance) )93% ii) Fineness (Residue on 63 Micron Sieve) - Minimum 4.0 iii) Bulk Density - 0.8 to 0.9 kg/litreiv) Viscosity by Brookfield, 50rpm, Spindle no RV 05 at 25 - 300cP to 600cP v) Pot Life - Min. 180 minutes vi) Coverage after 1st coat - 80-100 sqft/kg vii) Adhesion cross-cut on 2 coat application after 48 hours - Min. 3B` [Through Rate]
41	[11.74.2]Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. 2. Two coats [Through Rate]
42	[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]
43	[11.9.2]15 mm cement plaster on rough side of single or half brick wall of mix: 2. 1:6 (1 cement: 6 coarse sand) [Through Rate]
44	[11.96.1]Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 1. New work (Two or more coats applied @ 1.43 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) [Through Rate]
45	[12.130.1]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 1. Frame work [Through Rate]
46	[12.130.2]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 2. Openable shutter [Through Rate]
47	[12.144.2]Providing and fixing to existing door frames. 2. 30 mm thick Fibreglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. [Through Rate]
48	[12.65.2]Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 2. 250x16 mm [Through Rate]
49	[12.78.3]Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 3. 150x10 mm [Through Rate]
50	[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]
51	[12.94.1]Providing and fixing chromium plated brass handles with necessary screws etc. complete: 1. 125 mm [Through Rate]
52	[12.94.2]Providing and fixing chromium plated brass handles with necessary screws etc. complete: 2. 100 mm [Through Rate]
53	[13.27]Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. [Through Rate]
54	[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]
55	[13.3.1.1]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: 1.1. Profile B Fixing with adjustable lugs with split end tail to each jamb [Through Rate]
56	[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]
57	[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]
58	[18.30.1]Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS 15801, UV stabilized and anti - microbial fusion welded, having thermal stability for hot and cold water supply, including all PP - R plain and brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-in-Charge. 1. Internal Exposed on walls PN - 16 Pipe, 20mm OD (SDR-7.4) [Through Rate]
59	[18.30.2]Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS 15801, UV stabilized and anti - microbial fusion welded, having thermal stability for hot and cold water supply, including all PP - R plain and brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-in-Charge. 2. Internal Exposed on walls PN - 16 Pipe, 25mm OD (SDR-7.4) [Through Rate]
60	[18.30.3]Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS 15801, UV stabilized and anti - microbial fusion welded, having thermal stability for hot and cold water supply, including all PP - R plain and brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-in-Charge. 3. Internal Exposed on walls PN - 16 Pipe, 32mm OD (SDR-7.4) [Through Rate]
61	[18.30.4]Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS 15801, UV stabilized and anti - microbial fusion welded, having thermal stability for hot and cold water supply, including all PP - R plain and brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-in-Charge. 4. Internal Exposed on walls PN - 16 Pipe, 40mm OD (SDR-7.4) [Through Rate]
62	[18.30.5]Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS 15801, UV stabilized and anti - microbial fusion welded, having thermal stability for hot and cold water supply, including all PP - R plain and brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-in-Charge. 5. Internal Exposed on walls PN - 10 Pipe, 50mm OD (SDR-11) [Through Rate]
63	[18.31.1]Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801, UV stabilized and anti - microbial fusion welded, having thermal stability for hot and cold water supply, including all PP - R plain and brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. 0 1. Concealed work, including cutting chases and making good the wall etc. 0 PN - 16 Pipe, 20mm OD (SDR-7.4) [Through Rate]
64	[18.31.2]Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801, UV stabilized and anti - microbial fusion welded, having thermal stability for hot and cold water supply, including all PP - R plain and brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. 0 2. Concealed work, including cutting chases and making good the wall etc. 0 16 Pipe, 25mm OD (SDR-7.4) [Through Rate]
65	[18.31.3]Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801, UV stabilized and anti - microbial fusion welded, having thermal stability for hot and cold water supply, including all PP - R plain and brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. 0 3. Concealed work, including cutting chases and making good the wall etc. 0 16 Pipe, 32mm OD (SDR-7.4) [Through Rate]
66	[2.B1330] B1330. Swan neck pillar cock [Rate]
67	[20.62.6]Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2 MARKED WITH IS : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to the Engineer - in -charge. 6. 450 mm i/d [Through Rate]
68	[20.71.2]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 2. 56\\" (1400mm) [Through Rate]
69	[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]
70	[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]
71	[21.28]Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge [Through Rate]
72	[22.1.7]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: 7. White vitreous chinaware Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap [Through Rate]
73	[22.15]Providing and fixing CP Brass 32mm size Bottle Trap of approved quality and make and as per the direction of Engineer-in-charge. [Through Rate]
74	[22.166.3.1]Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 3.1. 180x150 mm size P type With common burnt clay non-modular bricks of class designation 7.5 [Through Rate]
75	[22.168.4]Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 4. 300 mm dia. R.C.C. pipe [Through Rate]
76	[22.171.1]Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. 1. With common burnt clay non-modular bricks of class designation 7.5 [Through Rate]
77	[22.173.1]Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 1. With common burnt clay non-modular bricks of class designation 7.5 [Through Rate]
78	[22.174.1]Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 1. With common burnt clay non-modular bricks of class designation 7.5 [Through Rate]
79	[22.179.1.1]Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: 1.1. Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay non-modular bricks of class designation 7.5 [Through Rate]
80	[22.181]Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. [Through Rate]
81	[22.190.1.1]Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 1.1. Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay non-modular bricks of class designation 7.5 [Through Rate]
82	[22.198.1]Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : 1. With 20x20 mm square bar [Through Rate]
83	[22.201.3.1]Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 3.1. H D - 20 Circular shape 560 mm internal diameter [Through Rate]
84	[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]
85	[22.23.1]Providing and fixing white vitreous chinaware pedestal type water closet (European type W.C. pan) with seat and lid, 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. W.C. pan with ISI marked white solid plastic seat and lid [Through Rate]
86	[22.4]Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White vitreous chinaware Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. [Through Rate]
87	[22.47]Providing and fixing white vitreous chinaware flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. [Through Rate]
88	[22.91.4]Providing and fixing G.I. pipes complete with G.I. fittings including trenching up to 0.30m to 1.00m depth and refilling etc.External work 4. 32 mm dia nominal bore [Through Rate]
89	[22.91.5]Providing and fixing G.I. pipes complete with G.I. fittings including trenching up to 0.30m to 1.00m depth and refilling etc.External work 5. 40 mm dia nominal bore [Through Rate]
90	[22.91.6]Providing and fixing G.I. pipes complete with G.I. fittings including trenching up to 0.30m to 1.00m depth and refilling etc.External work 6. 50 mm dia nominal bore [Through Rate]
91	[22.91.7]Providing and fixing G.I. pipes complete with G.I. fittings including trenching up to 0.30m to 1.00m depth and refilling etc.External work 7. 65 mm dia nominal bore [Through Rate]
92	[22.97.1]Providing and fixing brass stop cock of approved quality : 1. 15 mm nominal bore [Through Rate]
93	[22.98.4]Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 4. 40 mm nominal bore [Through Rate]
94	[22.98.5]Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 5. 50 mm nominal bore [Through Rate]
95	[23.2.1.1]COPPER WIRING WITH MODULAR SWITCHES IN MS CONDUITS (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 MS conduit pipe. Group A [Through Rate]
96	[23.2.4.1]COPPER WIRING WITH MODULAR SWITCHES IN MS CONDUITS (SURFACE/RECESS) 4.1. Wiring in MS 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]
97	[23.2.5.1]COPPER WIRING WITH MODULAR SWITCHES IN MS CONDUITS (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 Modular socket and 1 no 15/16 Amp Modular switch required GI Box , modular face plate etc complete as required Group A [Through Rate]
98	[23.21]Fixing of LED Down lighter 7 to 28 Watt on ceiling or in false ceiling , including cutting/making hole in ceiling including making connections etc as required [Through Rate]
99	[23.22.3.2]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 3.2. Supply and erection of sheet steel enclosures 1pole/2 pole/4 pole on wall/on existing pedestal complete as required. S.P.N. or DP enclosure suitable for DP MCB [Through Rate]
100	[23.22.4.3]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 4.3. 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. SPN DB Double Door 12 way ( 2 incoming and 10 outgoing) [Through Rate]
101	[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]
102	[23.22.6.3]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 6.3. 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. DP RCCB 30ma sensitivity , 63 A [Through Rate]
103	[23.22.7]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 7. Supply and erection of blanking sheet in existing distribution board. [Through Rate]
104	[23.5.6.1]COPPER WIRING IN EXISTING PVC/MS CONDUIT PIPE SURFACE/RECESSED FOR ELECTRICAL POINTS 6.1. 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 1.50 Sqmm(1/1.40mm) [Through Rate]
105	[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]
106	[23.5.6.3]COPPER WIRING IN EXISTING PVC/MS CONDUIT PIPE SURFACE/RECESSED FOR ELECTRICAL POINTS 6.3. 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 4 Sqmm(1/2.24mm) [Through Rate]
107	[23.6.1.1]MS CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS 1.1. MS CONDUIT and MS/GI BOX only for LIGHT/FAN/Call bell point wiring Group A [Through Rate]
108	[23.6.4.1]MS CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS 4.1. MS CONDUIT and MS/GI BOX only for 3 pin 5 amp. plug point Group A [Through Rate]
109	[23.6.5.1]MS CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS 5.1. \\"MS CONDUIT and MS/GI BOX only for 3 pin 15 amp. plug point Group A \\" [Through Rate]
110	[23.6.6.1]MS CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS 6.1. Supply and erection of MS conduit pipe 1.6 mm thick , ISI marked surface/recessed in slab/wall/ceiling etc. including cost of MS bends, inspection box and all other material required to complete the job in all respect up to the entire satisfaction of Engineer-in-Charge of work. MS Pipe of 20 mm dia. [Through Rate]
111	[23.6.6.2]MS CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS 6.2. Supply and erection of MS conduit pipe 1.6 mm thick , ISI marked surface/recessed in slab/wall/ceiling etc. including cost of MS bends, inspection box and all other material required to complete the job in all respect up to the entire satisfaction of Engineer-in-Charge of work. MS pipe of 25 mm dia. [Through Rate]
112	[23.8.11.10]FITTING AND ACCESSORIES 11.10. Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. Blanking plate [Through Rate]
113	[23.8.11.7]FITTING AND ACCESSORIES 11.7. Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. step type Fan Regulator 2 modules 300 watt [Through Rate]
114	[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]
115	[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]
116	[24.1.2]EARTHING AND LIGHTENING ARRESTOR 2. Extra for using salt and char coal/coke for pipe earth electrode as required. [Through Rate]
117	[24.1.6]EARTHING AND LIGHTENING ARRESTOR 6. Supplying and laying 25mm x 3mm G.I. strip at 0.5 metre below ground as strip earth electrode including soldering etc. as required. [Through Rate]
118	[24.13.12]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE LOOSE IN EXISTING PIPE OR TRENCHES COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 12. 6 Sq mm 4 core (Arm.) [Through Rate]
119	[24.13.16]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE LOOSE IN EXISTING PIPE OR TRENCHES COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 16. 10 Sq mm 3 core (Arm.) [Through Rate]
120	[24.13.18]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE LOOSE IN EXISTING PIPE OR TRENCHES COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 18. 10 Sq mm 4 core (Arm.) [Through Rate]
121	[24.13.32]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE LOOSE IN EXISTING PIPE OR TRENCHES COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 32. 25 Sq mm 4 core (Arm.) [Through Rate]
122	[24.13.38]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE LOOSE IN EXISTING PIPE OR TRENCHES COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 38. 35 Sq mm 3.5 core (Arm.) [Through Rate]
123	[24.13.46]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE LOOSE IN EXISTING PIPE OR TRENCHES COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 46. 50 Sq mm 3.5core (Arm.) [Through Rate]
124	[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]
125	[24.2.7.3]LT CABLE 7.3. Supply and erection of suitable compression type brass cable glands for underground Cable :- 25 sqmm to 50 sqmm Cable 2 to 4 Core [Through Rate]
126	[24.2.8.1]LT CABLE 8.1. Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work. 1.5 sqmm to 2.5 sqmm [Through Rate]
127	[24.2.8.3]LT CABLE 8.3. Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work. 10 sqmm [Through Rate]
128	[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]
129	[24.2.8.6]LT CABLE 8.6. Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work. 35 sqmm [Through Rate]
130	[24.2.8.7]LT CABLE 8.7. Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work. 50 sqmm [Through Rate]
131	[24.4.11.2]STREET LIGHT 11.2. Erection of MS/GI/Swaged ( excluding Octagonal ) metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required.Above 4 metre and up to 6 metre [Through Rate]
132	[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]
133	[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]
134	[26.13.1]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) 1. Hole 1.2 metre dia and 1.2 metre deep [Through Rate]
135	[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]
136	[26.13.3]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) 3. Hole 0.75 metre dia and 0.75 metre deep [Through Rate]
137	[26.13.4]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) 4. Hole 0.60 metre dia and 0.60 metre deep [Through Rate]
138	[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]
139	[26.14]`Supplying and planting in prepared pits and watering, healthy , vigorous growing , permanent trees including ,application of 10 ml chlorpyriphos 20% EC, planting desired disease free, 200 cm to 220 cm height ,5 cm to 6 cm calliper size stem , full of foliage ornamental tree sapling each to be supplied in 30cm x 30cm poly bags,` [Through Rate]
140	[26.15.1]Maintenance of tree including fertilization, application of insecticide, watering, weeding, training, pruning, 1. Maintenance of tree for one year for the 1st three years of age including weeding, hoeing , plant protection , watering from Deptt. source , application of 10 ml chlorpyriphos four times, 0.0289 cum FYM each,50 gm urea and 50 g DAP twice ,replacement of casualty ,disposal of debris and other activities.etc. [Through Rate]
141	[26.269]Providing and Displaying Acalypha Different colour well developed, fresh and healthy with good foliage, multi branch 30 to 45 cm ht. in 15 cm size of Earthen Pot/ Plastic Pot bushy plant as per direction of the officer-in-charge. [Through Rate]
142	[26.276]Providing and Displaying Bamboo Buddha vally variety with umbrella shape plant having 120 to 135 ht. with fresh and healthy foliage well developed in 40 cm Cement pot multi branch, bushy plant as per direction of the officer-in-charge. [Through Rate]
143	[26.283]Providing and Displaying Cycus revoluta specimen plant, having 45 to 50 fresh and healthy, leaves having 30cm to 35cm circumference of base stem well developed in 40 cm challi, as per direction of the officer-in-charge. [Through Rate]
144	[26.290]Providing and Displaying Ficus Nuda Topiary well developed with fresh and healthy 8 to 10 big ball specific size and shape 180to 210cm ht in 40 cm Cement Pot as per direction of the officer-in-charge. [Through Rate]
145	[26.295]Providing and Displaying Ficus resnold Topiary well developed with fresh and healthy 8 to 10 big ball specific size 210 to 240 cm ht in 50 cm Cement Pot as per direction of the officer-in- charge. [Through Rate]
146	[26.298]Providing and Displaying Foxtail palm well developed with fresh and healthy foliage of ht. 210 to 240 cm in big 40 cm Cement Pot as per direction of the officer-in-charge. [Through Rate]
147	[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]
148	[26.301]Providing and Displaying Golden Bottle brush Topiary well developed with fresh and healthy foliage 5 to 6 big ball 115 to 180 cm ht in 40 cm Cement Pot as per direction of the officer-in- charge. [Through Rate]
149	[26.309]Providing and Displaying Topiary planted Casuarina plant fresh and healthy having 8 to 10 specific shape and size ball well developed 195 to 210 cm ht. in 40 cm Cement Pot as per direction of the officer-in-charge. [Through Rate]
150	[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]
151	[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]
152	[26.355]Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 30-40 cm well developed in big HDPE bags as per direction of the officer-in-charge. [Through Rate]
153	[26.357]Providing and stacking of Callistemon lanceolatus of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. [Through Rate]
154	[26.359]Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. [Through Rate]
155	[26.367]Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. [Through Rate]
156	[26.386]Providing and stacking of Foxtail palm of ht. 180-210 cm bottom girth 15-20 cm well developed in big size HDPE bags as per direction of the officer-in-charge. [Through Rate]
157	[26.390]Providing and stacking of Ingla dulcis (Jungle Jalebi) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. [Through Rate]
158	[26.393]Providing and stacking of Lagerstroemia flosreginae of height 150-165 cm in big poly bag of size 25 cm as per direction of the officer-in-charge. [Through Rate]
159	[26.396]Providing and stacking of Mangifera indica (Mango-grafted ) of height 60-75 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. [Through Rate]
160	[26.4.2]SITE CLEARANCE 2. Surface dressing of ground including removing rank vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m in all kind of soils . [Through Rate]
161	[26.4.9]SITE CLEARANCE 9. Trenching in all kinds of soil up to a depth of 60 cm including removal and stacking of serviceable MATERIALs and then disposing of by spreading and neatly levelling with in a lead of 50 metres and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/an farm-yard manure before and after flooding trench with water (excluding cost of imported earth and sludge or farm-yard manure) [Through Rate]
162	[26.402]Providing and stacking of Mimusops elengi (Maulsri) of height 180-195 cm., well developed with thick stem in 30 cm HDPE bag as per direction of the officer-in-charge. [Through Rate]
163	[26.407]Providing and stacking of Phyllanthus emblica (Amla) of height 150-165 cm. in 30 cm HDPE Bag as per direction of the officer-in-charge. [Through Rate]
164	[26.418]Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. [Through Rate]
165	[26.420]Providing and stacking of Polyalthia pendula (Ashok Pendula) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. [Through Rate]
166	[26.424]Providing and stacking of Schleichera trijuga (Kusum) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. [Through Rate]
167	[26.426]Providing and stacking of Eugenia jambolana (Jamun) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. [Through Rate]
168	[26.427]Providing and stacking of Tabebuia sp. of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. [Through Rate]
169	[26.428]Providing and stacking of Tamarindus indica (Imli) of height 120-150 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. [Through Rate]
170	[26.431]Providing and stacking of Terminalia arjuna of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. [Through Rate]
171	[26.462]Providing and stacking of Ficus long Island of height 15 cm to 20 cm, full of branches and foliage in 15 cm size of Earthen Pot / Plastic Pot and as per direction of the officer-in-charge. [Through Rate]
172	[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]
173	[26.483]Providing and stacking of Nerium oleander (kaner) of height 60-75 cm. with 5-6 branches in poly bags of size 25 cm as per direction of the officer-in-charge. [Through Rate]
174	[26.487]Providing and stacking of Nyctanthes arbor-tristis (Hasingar) of ht. 90-105 cm in Polybag of size 20 cm as per direction of the officer-in-charge. [Through Rate]
175	[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]
176	[26.517]Providing and stacking Jasmine grandiflorum (chameli) of height 30 cm to 45 cm. in 20 cm size of Polybag and as per direction of the officer-in-charge. . [Through Rate]
177	[26.519]Providing and stacking Passiflora caerulea (Rakhi bel) of height 30 cm to 45 cm. in 20 cm size of Polybag and as per direction of the officer-in-charge. [Through Rate]
178	[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]
179	[26.58.1]Supply and installation of garden bench 1. Chair type garden bench with L-shaped sides made of reinforced concrete (M30), thickness 100 mm, overall height 1000 mm, base width 620 mm. Back and seat shall consist of 5 Nos. reinforced concrete planks 1500 mm x 100 mm x 50 mm one plank 1500 mm x 200 mm x 50 mm. Seating height of the bench shall be 450 mm. The bench shall be fixed with nuts on concrete mount, all holes sealed after assembly and installation. All materials required to be as per BIS specifications. [Through Rate]
180	[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]
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	[26.8]Maintenance of grassy grounds including fertilizer application of 50 g DAP and 50 g Urea, watering, weeding, top dressing with good earth and manure mixture @ 0.0125 cum, maintaining fine level, regular mowing and removal of rubbish with all lifts and leads. [Through Rate]
183	[26.9.2]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 2. Planting selection no. 1 grass roots in rows 7.5 cm apart in both directions . [Through Rate]
184	[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km]
185	[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [Beyond 10km up to 20km per KM]
186	[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [Beyond 5km up to 10km per KM]
187	[30.28.1]Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 1. One or more coats on old work [Through Rate]
188	[33.10.3]Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed and approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire and labour charges, fittings and accessories, all complete, for all depths, as per direction of Engineer-in-charge. 3. 200 mm nominal size dia having minimum wall thickness 5.40 mm [Through Rate]
189	[33.11.3]Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumastic paint of approved brand and manufacture, including hire and labour charges, fittings and accessories, all complete, for all depths, as per direction of Engineer -in-charge. 3. 200 mm nominal size dia [Through Rate]
190	[33.12]Supplying, filling, spreading and levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads and lifts, all complete as per direction of Engineer-in-charge. [Through Rate]
191	[33.13]Supplying, filling, spreading and levelling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads and lifts, all complete as per direction of Engineer-in-charge. [Through Rate]
192	[33.14]Supplying, filling, spreading and levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads and lifts, all complete as per direction of Engineer -in-charge. [Through Rate]
193	[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]
194	[33.16.2]Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 2. 150 mm dia [Through Rate]
195	[33.17.2]Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts and nuts of required size complete. 2. 150 mm clamp [Through Rate]
196	[33.17.3]Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts and nuts of required size complete. 3. 200 mm clamp [Through Rate]
197	[33.18.2]Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I). 2. 150 mm dia [Through Rate]
198	[33.18.3]Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I). 3. 200 mm dia [Through Rate]
199	[33.19]Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by `V` notch method or any other approved method, measuring static level and draw down etc. by step draw down method, collecting water samples and getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire and labour charges of air compressor, tools and accessories etc., all as per requirement and direction of Engineer-in-charge. [Through Rate]
200	[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]
201	[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]
202	[33.6.1.3]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. 1.3. All types of soil 400 mm dia [Through Rate]
203	[33.7.2.3]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, beyond 90 metre and up to 150 metre depth below ground level. 2.3. Rocky strata including Boulders 400 mm dia [Through Rate]
204	[33.9.2]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. 2. 150 mm nominal size dia [Through Rate]
205	[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]
206	[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]
207	[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]
208	[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]
209	[4.16.1.1]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. 1.1. All kind of soil Pipes, cables etc, not exceeding 80 mm dia . [Through Rate]
210	[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]
211	[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]
212	[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]
213	[4.9.1]Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m : 1. All kinds of soil [Through Rate]
214	[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]
215	[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]
216	[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]
217	[6.10]Providing and applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. [Through Rate]
218	[6.13]Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling and dressing and finishing the top smooth. [Through Rate]
219	[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]
220	[6.15.1]Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate]
221	[6.16]Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). [Through Rate]
222	[6.2.2]Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor four level, excluding the cost of centering, shuttering and finishing: 2. 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate]
223	[6.24.1]Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, 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 reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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. All works up to plinth level [Through Rate]
224	[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. [Labour Rate]
225	[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 [Labour Rate]
226	[6.30.13]Centering and shuttering including strutting, propping etc. and removal of form for 13. Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards [Labour Rate]
227	[6.30.15]Centering and shuttering including strutting, propping etc. and removal of form for 15. Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like [Labour Rate]
228	[6.30.20]Centering and shuttering including strutting, propping etc. and removal of form for 20. Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick [Labour Rate]
229	[6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform [Labour Rate]
230	[6.30.5]Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers [Labour Rate]
231	[6.30.6]Centering and shuttering including strutting, propping etc. and removal of form for 6. Columns, Pillars, Piers, Abutments, Posts and Struts [Labour Rate]
232	[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]
233	[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]
234	[7.21.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate]
235	[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]
236	[7.22.2]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 : 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate]
237	[7.28.2]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. 2. Cement mortar 1:4 (1 cement :4 coarse sand) [Through Rate]
238	[7.84.1]Random rubble masonry with hard stone in superstructure above plinth level and up to floor four level, including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. 1. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate]
239	[7.86]Extra for random rubble masonry with hard stone curved on plan for a mean radius not exceeding 6 m. [Through Rate]
240	[8.13.1.1]Stone work (machine cut edges Veneer work) for wall lining up to 10 m height, backing filled with a grout of 12 mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust), including rubbing and polishing complete. (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately). 1.1. Kota stone slabs exposed face dressed and rubbed. 25 mm thick [Through Rate]
241	[8.26.2.2]Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 2.2. Granite of any colour and shade Area of slab over 0.50 sqm [Through Rate]
242	[8.27.2]Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 2. Granite work [Through Rate]
243	[8.30.2]Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. 2. Granite Stone of approved shade [Through Rate]
244	[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]
245	[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]
246	[9.32.1]Providing and fixing UV stabilised fibreglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated `J` or `L` hooks, bolts and nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 1. 2 mm thick corrugated (2.5\\" or 4.2\\" or 6\\") or step-down (2\\" or 3\\" or 6\\" ) as specified [Through Rate]
247	[9.58.2.2]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. 2.2. Single push fit Coupler 110 mm [Through Rate]
248	[9.58.4.2]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. 4.2. Single tee without door 110x110x110 mm [Through Rate]
249	[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]
250	[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

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Tender For Construction Of Children Park (Under Divya Nagar Darshan Scheme) At Mc Palwal, Palwal-Haryana

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