Tender for Beautification Work Of Paliwal Park. - Holes 1.2 m dia and 1.2 m deep (DSR HORT. 2020. 2.14.1) 2 Holes 90 cm dia, and 90 cm deep (DSR HORT. 2020. 2.14.2) 3 Holes 60 cm dia, and 60 cm deep (DSR HORT. 2020. 2.14.3) 4 Holes 45 cm dia, and 45 cm deep (DSR HORT. 2020. 2.14.4) 5 Flooding the ground with water including making kiaries and dismantling the same. (DSR HORT. 2020. 2.24) 6 Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge. (DSR HORT. 2020. 2.16) 7 Preparation of mounds of various size and shape by available excavated/supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. (DSR HORT. 2020. 2.28) 8 Alstonia scholaris height 150-165 cm. in bag size 25 cm. (DSR HORT. 2020. 10259) 9 Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge. (DSR HORT. 2020. 7.5) 10 Providing and stacking of Bauhinia purpurea (Kachnar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. (DSR HORT. 2020. 7.8) 11 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. (DSR HORT. 2020. 7.24) 12 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. (DSR HORT. 2020. 8.26) 13 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. (DSR HORT. 2020. 7.50) 14 Providing and stacking of Casuarinas equisetifolia of height 150-165 cm in big poly bags of size 25 cm as per direction of the officer-in-charge. (DSR HORT. 2020. 7.15) 15 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. (DSR HORT. 2020. 7.83) 16 Cleaning Jungles including uprooting of rank vegetation grass, bushes, wood trees and sapling of girth upto 30cm measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50 meters out side the periphery of area cleared. (PWD SOR 2022-2023 CH. 04-SI 259) 17 Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting to be used as spoil banks within 50m distance as directed by the Engineer-in- Charge. (PWD SOR 2022-2023 CH. 04-SI 253) 18 Providing and laying stone/ boulders Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. (Morth as per approved rate) 19 Providing, Laying spreading and compacting 22.4-53 mm stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 whose steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying the brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to be required density. 20 Supply and laying stone dust etc. all complete. 21 Consolidation/Compaction of stone ballast 10cm thick (loose) coat including repairing of patches picking up to old surface spreading, ballast making medhies to retain water and carriage of metal upto 30m carriage of water upto 200m maintenance of barriers and all labour T&P including road roller charges etc. required for proper completion of work the stone ballast is to be supplied to the contractor free of cost at site. 22 Providing and laying cement concrete in 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors. (PWD SOR 2022-2023 CH. 05-SI 04) 23 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. including cost of centering, shuttering, finishing and excluding reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) upto fifth floor level. (PWD SOR 2022-2023 CH. 05-SI 07) 24 Steel Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete. 25 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 & 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (DSR 2021 VOLUME I ITEM 10.28) 26 Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (PWD SOR 2022-2023 CH. 6-SI 02) 27 Supplying,installing, testing and commissioningof SS vertical centrifugal pump. Each pump shall have TEFC 2900 RPM three phase electric motor. The pump shall have cast iron head, base plate SS Shaft / Impeller IIntermediate chamber . Pumpshall be provided with mechanical seal. The pump shall be suitable for auto/ manual operation. The installationshallbecompletewithallnecessaryancillaries & accessories including base plate complete as required. Flow rate : 4.5 LPS each (2 Working + 1 Standby) Head : 30 Mts, Required for: Filter Feed Pump. (MR) 28 Providing, fixing , testing & commissioningof vertical FRP filter with adequatedirt holding capacity. The filter shall be complete having PVC frontal pipingwith50mm multipartvalveincludingallsupporting structure with initial charge filter media. The filter shall be provided with set of internals for raw water inlet and bottom collecting system. Velocity in frontal piping and valves shall be 1.50 m/sec. Filtration Rate 14000USqm/Hr Working pressure 3 Kg/Sq.cm Capacity : 9 LPS. (MR) 29 Providing, fixing , testing & commissioningof vertical FRP filter with adequatedirt holding capacity. The filter shall be complete having PVC frontal pipingwith50mm multipartvalveincludingallsupporting structure with initial charge filter media. The filter shall be provided with set of internals for raw water inlet and bottom collecting system. Velocity in frontal piping and valves shall be 1.50 m/sec. Activated Carbon Filter Filtration Rate 14000USqm/Hr Working pressure 3 Kg/Sq.cm Capacity : 9 LPS (MR) 30 Providing , fixing , testing & commissioning of FRP water softening plant (suitable for 3 Kg/Sqcm working pressure) complete with initial charge with T-40 NA for 3 Kg/Sqcm working pressure) complete with initial charge with T-40 NA Resin,multiportvalve withbuiltinejectorfor controlling all operations) , regeneration system and HOPE tank, pressure gauge at inlet, outlet and back wash (each with isolation cock), valves, fittings and water hardness testing kit & associatedworks. Velocity in frontal piping and valves shall be 1.50 m/sec. Softenershallbe suitable for the following duty. Raw water hardness 650 Mg/L, Treated water harness 100 Mg/L, Regeneration Period 12 Hrs., Capacity : 9 LPS. (MR) 31 Supplying, installing,testingandcommissioning ofchlorinedosing system (for domestic water treatment plant) consisting of one HOPE tank of 100litrescapacity withapositivedisplacementdiphragm dosing pump having variableflowrate of0-6 lph. The motor shall be suitable for operation at 240 V/Single phase/50 Hz. Supply . The pump shall be supplied complete with necessary polypropylene piping, valves, stra iners, low levelswitchandinj ectionfittings .The pumpshall be spe.ed & stroke control. (MR) 32 Supply,installing,testing andcommissioning ofannunciation and indication panelwithinterlockingarrangement completein accordance tospecification withlevelcontroller(InRawWater, Treated Water and Soft Water Tank: High ILow Level Controller) etc with control cabling from field to MCC as required. (MR) 33 Providing, fixing, testing & commissioningpressure switch for water pumps to start/stop the pump at set pressure. Including wiring, cabling from pump to panel & a I other accessories as required to operate the system automatically. (MR) 34 Supply, installing, testing and commissioningof level controllers for waterpumpsto start/stop the pump at set level. Including wiring, cabling frompump topanel & all other accessories as required to operate the system automatically. (MR) 35 Supply, installing, testing and commissioning of Electric control panel to open/close the solenoid valve at low/ high water level through level controller in soft water tanks. Including wiring, level controller probes & other accessories as required to operate the system automatically. (MR) 36 Supply and fixing of cast iron banches as per attach photograph and analysis and direction of Engineer-in-charge etc. all complete. (APPROVED RATE AS PER NAGAR NIGAM AGRA) 37 Umbrella supply and fixing of tensile structure for size 2.5 mtr x 4.0 mtr. The structure shall be designed in accordance with I.S. 800 with the designed wind speed as defined by IS: 875 basedon location site conditions and load combinations as defined IS: 875. The mambrane should be minimum 702 GSM Ferrari fabric. The above mentioned fabric will be patented and welded with the high welding machine for 30mm wide and at the end pockets will be made to slide the kedar profile and will be fixed using special aluminium extrusions at the end of roof truss. The fabrick joints, cable saddles, mast tops and bases, and tensioning mechanisms and all relative necessary hardware and labour and transport the complete structure will be designed for wind load and live load. This also includes two coat epoxy primer and paint. The shop drawings including frame structure of stainless steel structure and febrick with all the necessary structural design to be submit before installation. The work includes 3 Nos of stone benches and area development as per drawing and attach specification instruction from engineer. (ASCL Rates) 38 Supply and fixing of RCC Bollard 900x150mm etc. all complete. (APPROVED RATE AS PER NAGAR NIGAM AGRA) 39 Providing and fizing Statue with carving the stones as per specification and drawing attached. The Statue are designed in 1.25 X 1.25 X 1.25 size Red stone carved in [Breagch style of architecture. The Item includs an required civil works like excavetion, brickwork,and ROC work. Statue material should be Hard, Compact, Fine grained, equi-granular homogeneous rocks of sedimentary nature (Sandstone) & metamorphic nature (Quartzite) Confirming to IS 3822-1977 etc. (APPROVED RATE AS PER ASCL) 40 Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :672012 made of high intensity grade sheeting type IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground byl means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shal be tested for a certificate of having the sheeting tested for coefficient of retro reflection daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International Government Laboratory Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67.2012. Legends letters numerals and borders etc 80 mm x 60 mm rectangular with diffinitation plate (20cm X 60cm) should base per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender. (PWD SOR 2022-2023 CH. 28-SI 17.1B) 41 Direction and place Identification signs with size more than 0.90 sqm size Board: Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7. Sheet fixed over aluminium sheeting 2 Imm thick with area exceeding 0.9 sam. Supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing, complete. (PWD SOR 2022-2023 CH. 28-SI 20) 42 Retro Refectories Signs (Stainless steel Frame and Post with both side sings): Supply & fixing of reflective signboard (both sides) of size 1.50x1.20 m retro reflective sheeting of HIF grade type IV, the board shall be fixed on 50mm SS 304 grade pipe and reflective sheet on 4 mm thick ACM sheet of standard make as per MORTH specificaton. The Board shall be fixed using 2 man post | 45x45x60 cm cement concrete foundation. The stainless steel joint welding of SS pipe work shall be band and grinder property including bufting so an to give uniform shining at weded joints. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of the product by the manufacture in abroad. Alternatively, la certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerals and borders etc should be as per MORTH specification No801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender. (PWD SOR 2022-2023 CH. 28-SI 26) 43 Retro-ReflectiveSheeting type-XI with 4 mm thick ACM Single Side: Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both sides aluminium skin aluminium composite panel face to be fully covered with High Intensity prismatic sheeting type IV as per IRC-67-2012 retro reflective sheeting with back frame MS angle of 35x35x5 mm. Legends, letters, numerals and borders etc should be as per MoRTH specification No-801.3.7The sheeting shall have a pressure-sensitive adhesive of the aggressive - tack type requiring no heat solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer. The ACM (Aluminium Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting conforming to ASTM D4956-09 shall be Pressure fixed. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance shrinkage flexibility liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & Proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. (PWD SOR 2022-2023 CH. 28-SI 12) 44 6M Span overhead Cantilever Structure with 300 dia MS one vertical post. supply fixing & erection of built up Cantilever Structure 6 m span comprising of one vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm MS plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plate at the bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic Jenamel plant. The work includes the construction of RCC Foundation of size 0.90x0.90x1.50 m of required depth as per site condition for built up structure including Earthwork in excavation 100 mm thick Lean Concrete in 1:3:6 cement coarse sand and 40 mm gauge stone ballast and RCC - M25 grade concrete including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2012 complete in all respect The Rates shall include cost of design fabrication, supply, transportation, Local shifting Erection of Signage structure using crane, inclusive of all taxes etc. all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge. (PWD SOR 2022-2023 CH. 28-SI 04) 45 Supply and fixing, Dimension : Sq.206 x 3000, Wattage : 50W LED as per attach analysis & photograph direction of Engineer-in-charge etc. all complete. (MR) 46 Supply and fixingMacy Polar Bollard, Dimension : 80 x 50 x 700, Wattage : 3W LED as per attach analysis & photograph direction of Engineer-in-charge etc. all complete. (MR) 47 Supply and fixing, Dimension : 296 x 214 x 700, Wattage : 3 x 3W LED as per attach analysis & photograph direction of Engineer-in-charge etc. all complete. (MR) 48 Supply and fixing , Dimension : Ø166 x 153 x 423, Wattage : 1 x 45W LED RGB with smps and RGB Controller as per attach analysis & photograph direction of Engineer-in-charge etc. all complete. (MR) 49 Supply and fixing ofWaterproof IP65 Power Supply, Wattage : 60W as per attach analysis & photograph direction of Engineer-in-charge etc. all complete. (MR) 50 Supply and laying & burying of PN-6 PE-63 grade 3.50mm dia 4mm thick high density polyethylene pipe with silicon coating as per IS-4984 & manufactured by ISO certified firm in center channel divider complete in all respect (as per (ADA rate) (HDC pipe). (MR) 51 Supply and laying of aluminum conductor PVC insulated armored served sheathed cables 1100 volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand all around and protected with burnt bricks on sides and on top. In surface the cable run shall be fixed on M.S. clamps etc. all suitable size or as directed by the engineer-in-charge. complete in all respect. The armoring of the cable shall be properly connected with the earth conductor by clamps etc 10sq mm 4 core. (MR) 52 Supply and fixing following capacity of automatic street light cubicle control panel painted with anti-corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect 25A SPN. (MR) 53 Cleaning Jungles including uprooting of rank vegetation grass, bushes, wood trees and sapling of girth upto 30cm measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50 meters out side the periphery of area cleared.(PWD SOR 2022-2023 CH. 04-SI 259) 54 Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. (DSR 2021 VOLUME II ITEM 15.59) 55 Excavation in soil manually/ by machine mixed with moorum/shingle, kankar requiring the use of special tools & plant such as pick axes sabbals etc.foundation in ordinary Soil (Loam, Cley or sand) including, lift up to 1.50 M and lead up to 30 M and including dewatering back filling, watering and ramming of excavated earth into the trenches or into the space between the building/structure and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge up to a distance of 30 M form the foundation trenches. Including royalty (if any) (DSR 2021 VOLUME I ITEM 2.6) 56 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. including cost of centering, shuttering, finishing and excluding reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) upto fifth floor level. (PWD SOR 2022-2023 CH. 05-SI 12) 57 Steel Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete. 58 Providing and laying cement concrete in 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors. (PWD SOR 2022-2023 CH. 05-SI 04) 59 Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. Add extra As per PWD SOR 2022-2023 CH. 6-SI 06 for super structure above plinth level upto floor five level including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than12cm. (PWD SOR 2022-2023 CH. 6-SI 02) 60 12mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm in girth and finished even and smooth. (PWD SOR 2022-2023 CH. 13-SI 02) 61 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 & 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-incharge,(for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). DSR 2021 VOLUME I ITEM 10.28 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. (PWD SOR 2022-2023 CH. 18-SI 10) 63 Providing and fixing 18 mm thick Granite (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. (Slab area above 0.50 Sq.M.) (PWD SOR 2022-2023 CH. 14-SI 11.23A) 64 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. (DSR 2021 VOLUME I ITEM 11.29) 65 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) :25 mm thick. (PWD SOR 2022-2023 CH. 14-SI 11) 66 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. (DSR HORT. 2020. 8.26) 67 Providing and stacking of Nerium oleander variegated of height 60-75 cm., multibranched in earthen pots of size 25 cm as per direction of the officer-in-charge. (DSR HORT. 2020. 8.53) 68 Tecoma stans of height 90-105 cm. bushy in big size HDPE bag. (DSR HORT. 2020. 10415) 69 Providing and stacking of plant Canna dwarf of height 25 to 30 cm., 2 to 3 suckers in earthen pots of size 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. (DSR HORT. 2020.4.89) 70 Euphorbia milli hybrid variety, having ht.30 cm to 45 cm with multi branch, full bloom, fresh and healthy leaves in 20 cm size of Earthen Pot / Plastic Pot. (DSR HORT. 2020.10237) 71 Providing and stacking of 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 Earthen pots / Plastic pots & as per direction of the officer-in-charge. (DSR HORT. 2020.9.4) 72 Vinca Hybrid in different colour fresh & healthy 20 to 25 cm ht. with bloom in 20 cm Earthen Pot/Plastic Pot. (DSR HORT. 2020.10176) 73 Providing and Displaying Furcaria Variegated hybrid well developed with fresh & healthy foliage 20 and above attractive leaves in 35 cm Cement Pot as per direction of the officer-in-charge. (DSR HORT. 2020.10212) 74 Mascarena palm well developed with fresh & healthy foliage leaves 150 to 180 cm ht in 35 cm Cement Pot (DSR HORT. 2020.10216) 75 Ficus reginold piller type Topiary well developed with fresh & healthy 210 to 240 cm ht in 40 cm Cement Pot (DSR HORT. 2020.10206) 76 Washingtonia filifea palm stem ht. 120-135 cm with 8-10 healthy leaves lush green leaves well developed in big size HDPE Bag (DSR HORT. 2020.10645) 77 Excavation in soil mixed with moorum/shingle, kankar requiring the use of special tools & plant such as pick axes sabbals etc.foundation in ordinary Soil (Loam, Cley or sand) including, lift up to 1.50 M and lead up to 30 M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge up to a distance of 30 M form the foundation trenches. Including royalty. (SI No. 252) 78 Providing and laying cement concrete in 1:5:10 (1 Cement :5 Fine sand 10 Brick Ballast 40 mm gauges) and curing complete, including cost of form work in foundation and floors. (SI No. 274) 79 R.C.C. work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Stone Grit)in R.C.C. column. 80 R.C.C. work with cement approved coarse sand and 2 cm (3/4) gauge approved stone ballast in the proportion 1:1.5:3 for slab work excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGI binding wire and including necessary centering and shuttering etc. and also including supply of all materials labor and tools and plants etc. required for proper completion of the work. Strength of the concrete shall not be less than M-150. 81 Mild Steel or iron in plain work such as reinforced concrete or reinforced brick work (When not included in and an overall rates) brought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage bend hooks and authorized over lapping shall be measured up to floor two level. (10 mm to 12mm tor (TMT Bars). 82 M-150 Brick work in 1:4 with Cement and coarse sand including supply of all material, labor T & P etc. required for proper completion of work. 83 M-150 Brick work in 1:3 with Cement and coarse sand including supply of all material, labor T & P etc. required for proper completion of work. 84 Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone ballast (40 mm nominal size) approved coarse sand and cement. Curing complete including of cost of form work in foundation and floors.(SI No. 279) 85 12MM Thick cement plaster in single coat of fair side of single of half brick wall for interior plastering up to floor two level including internal rounded angles chamfers and rounded angles not including 80mm in girth and finished even and smooth. No extra for missing any additive. 1 cement : 4 Coarse Sand. 86 P/L 18mm Black Granite Stone (super quality) flooring over 25mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry including rubbing and polishing complete. 87 Red sand stone work for wall lining etc. (veneer work) 30mm thick in cement mortar 1:3 (1 cement : 3 coarse sand) including camping jointing in white mortar 1:2 (1 white cement : 2 stone dust) with and admixture of pigment matching the stone shade. 88 Providing and laying Vitrified tiles in floor of 600x600 mm size (thickness 10mm), with water absorption less than 0.08% and conforming to IS : 15622, of approved brand & manufacturer, in desired colour and shades, laid with cement based high polymer modified quick set tile adhesive (water based) confirming to IS : 15477 including grouting of joints. (Chapter-14 Sl. No. 15 New Item) 89 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast iron P or S trap, 10 litre low lavel white P.V.C. flushing cistern, including flush pipe, manually control device (handle laver) confirming to IS : 7231, with all fitting and fixtures complete, including cutting and making good the walls and floors wherever required : white vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. 90 Providing and fixing wash basin with C.I. brackets 15mm C.P. brass pillar taps 32mm C.P. brass waste of standard pattern including painting and fitting and brackets cutting and making good the walls wherever require : white vitreous china wash basin size 630x450mm with a pair of 15mm C.P. brass : pillar taps. 91 Providing and fixing white vitreous china flat back half stall urinal of size 550x350 mm with white PVC automatic flushing system with fittings standard size C.P. brass flush pipe spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556 C.I. trap with outlet grating and other coupling in C.P. brass including painting of fitting and cutting and making good the wall single half stall urinal with 5 meterP.V.C. automatic flushing system all completer. (Chapter-24, Sr. No. 4(A)) 92 Supply and fixing of 150mm dia PVC pipe confirming to ISI make working pressure 6kg/cm including testing labour T&P etc. all complete. 93 Supply and fixing of 110mm dia PVC pipe confirming to ISI make working pressure 6kg/cm including testing labour T&P etc. all complete. 94 Supply and fixing of 110 mm dia PVC band etc. all complete. (I.S.I. Mark only) 95 Supply and fixing of 110 mm dia PVC TEE etc. all complete. (MR) 96 Providing and fixing 3 layer PP-R (Poly Propylene Random copolymer) pipes SDR 7.4, U V Stabilized & 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. PN-16 Pipe, 16 mm OD 97 Providing and fixing 3 layer PP-R (Poly Propylene Random copolymer) pipes SDR 7.4, U V Stabilized & 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. PN-16 Pipe, 25 mm OD 98 Providing and fixing 3 layer PP-R (Poly Propylene Random copolymer) pipes SDR 7.4, U V Stabilized & 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. PN-16 Pipe, 32 mm OD 99 Supply and fixing 25mm dia brasslate valve etc. all complete. 100 Supply and hosting of syntax or equivalent high density polythene seamless of piece molded tanks and placing the same in proper position including all taxes, labor and T&P etc. for proper completion of work. Tank should be ISI marked syntax or equivalent for 200 liters. (NBO 703(A)) 101 Supply & fixing 1.5 HP submersible pump of I.S.I marked all complete. 102 Supply and fixing brass stock cock heavy quality (Gem Mikado/Excess’s Williams or eqv.) (20mm dia 400 gms) 103 Mild steel or iron work in heavy sizes such as trusses. Built up gates record rack, roof work. Gates etc. brought to required form including drilling holes riveting or welding where necessary and also including supply of steel, bolts, nuts wastage etc. and their fixing required for proper completion of the work(SI No. 503) 104 Finishing walls putty approved brand and manufacture and of required shade and undecorated wall surface to give and even shade over and including curing and cost of all materials. (S. No. 27 New) 105 Finishing walls with exterior emulsion paint (Apex) of approved brand and manufactured and of required shade and undecorated wall surface to give even shade over @ 1.25 Ltr/10sqm including one coat of primer applied @ 0.75Ltr./10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat. 106 Supply & fixing of 32 mm thick flush doors, commercial quality conforming of I.S. 2202 part 1 (1983) including fixing of wooden cleats & stoppers and including fixing and adjustment of hinges, bolts, locks, handles, springs, fitting with necessary screw to be supplied departmentally. (SI No. 470(A)) 107 Supply and fixing 2mm thick alluminum sheet. (MR) 108 Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4 coarse sand) with R.C.C. top slab with 1:2:4 mix (1 cement: 2 Coarse Sand : 4 graded stone aggregate 20mm nominal size) foundation concrete 1:4:8 mix (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in side plastering 12mm 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 :4 coarse sand : 8 graded stone aggregate 20 mm nominal size) inside with a floating coat of neat cement complete as per standard design (inside size 600x880mm and 450mm deep including C.I. cover frame) 109 Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4 coarse sand) with R.C.C. top slab with 1:2:4 mix (1 cement: 2 Coarse Sand : 4 graded stone aggregate 20mm nominal size) foundation concrete 1:4:8 mix (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in side plastering 12mm 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 :4 coarse sand : 8 graded stone aggregate 20 mm nominal size) inside with a floating coat of neat cement complete as per standard design (inside size 900x800mm and 500mm deep including C.I. cover frame) 110 Supply and lowering of 200 mm dia 6 kg/cm2 PVC pipe (Phenolex or apb by E/I) all complete. (I.S.I. Mark only) (MR). 111 Supply and fixing of light point. 112 Supply and fixing of light fitting switch board. 113 S/L/J of 20mm dia PVC conduct pipe etc. all complete. 114 Supply and fixing of wiring Sub Main. 115 Supply and fixing of plug power point 15mm. 116 Supply and fixing of 27 watt. CFL etc. all complete. 117 Lettering & painting of wall etc. all complete. 118 Finishing walls with textured exterior paint @3.28 leter per 105cm of approved brand and manufacture and of required shade on undaccrated wall surface to give even shade over including cutting and cost of material labour T&P etc. required for proper completion of work for two coat over one coat of primer applied 2.20ltr 10sqm. 119 Providing and fixing of channel gate etc. all complete. 120 Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber/neoprene gasket etc. complete as per (Cost of aluminum snap beading shall be paid in basic item) : (iii) with float panes of 8.0mm thickness. 121 Excavation in soil mixed with moorum/shingle, kankar requiring the use of special tools & plant such as pick axes sabbals etc.foundation in ordinary Soil (Loam, Cley or sand) including, lift up to 1.50 M and lead up to 30 M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge up to a distance of 30 M form the foundation trenches. Including royalty. 122 Providing and laying cement concrete in 1:5:10 (1 Cement :5 Fine Sand :10 Stone Ballast 40 mm guages) and curing complete, including cost of form work in foundation and floors. 123 Supply & fixing of pre-cast M-30 cement concrete Coloured RUBBER MOLD INTERLOCKING TILES over 40mm thick local sand bed, with 3mm thick joints filled with local sand including leveling, tempering and sweeping etc., interlocking bricks will be as description given in direction issued by the IRCSC-03-2004 and should be ISI marked all complete. 80mm thick, Strength should not less than M-30 (tiles shape decided by Engineer-in-charge with ISI Mark). 124 Sub Total (A) 125 Add / Deduction For Estimate Figure Amount Match
