|
| 1 | Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed:Ordinary rock |
| 2 | Excavation work 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available :Ordinary rock |
| 3 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggreGate 20mm nominal size). |
| 4 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:4 ( 1-Cement : 4-Sand) |
| 5 | Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in :Cement Mortar 1:4 ( 1-Cement : 4-Sand). |
| 6 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joint etc. complete fine finish :20mm thick . |
| 7 | Supplying and fixing stone lintels/bed plates of approved quarry rough dressed in cement mortar 1:4 :Upto 15 cm. thick. |
| 8 | Providing and fixing in position collapsible steel shutters with vertical M.S. Channels 20 x 10 x 2mm and bracket with flat iron diagonals 20 x 5mm. size with top and bottom rail of T-iron 40 x 40 x 6mm. with 40mm dia steel pulleys/ball bearing complete with bolts, nuts locking arrangements inside and outside stoppers, handles etc. as per specification including applying a priming coat of approved steel primer. (To be measured and paid as per outer dimension). |
| 9 | Supply and fixing Jodhpur sand stone Machine cut Dash, Coping,sill,lintel fixed in cement sand mortar 1:4. 15 cm (6\\") thick |
| 10 | Providing and fixing M.S. sheet 1mm thick double leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint |
| 11 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 12 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide |
| 13 | Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required :Partly fixed and partly openable [ fixed area not to exceed 33%] |
| 14 | Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. |
| 15 | Providing and fixing Marble stone flooring table rubbed, 15-18 mm thick over 20mm (Av.) thick base of CM 1:4 (1 cement : 4 coarse sand) jointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.Makrana 'Adanga'.Above 3601 Cm2 Slabs |
| 16 | Grinding of existing floor with 60, 80, 120 and 360 No. Carborundum stone including cost of wax polishing complete : |
| 17 | Providing and Applying ACRYLIC emulsion polymer waterproofing chemical coating, on over roof on over roof slabs/terrace/balconies/parapet wall etc.with following method/specification:Paint the surface with regular paint brush so as to obtain approximately 0.3mm thickness coating. apply the 2nd coat next day at right angles to the 1st coat so that total thickness of the coating should be approximately 0.6mm coverage by using above formulation will be 40 ft2/ litre of chemical. painted surface does not require any external water curing since chemical will hold sufficient water for curing.After the primer coat Apply 2 coats of modified acrylic emulsion polymer water proofing compound having solar heat reduction properties coating @ 0.330 KG/SQM on the surface of the interval of 3-4 hours. Undulation on the surface is repair before the waterproofing work. |
| 18 | De-vegetation from monument by removing bushes, trees including complete uprooting from the wall & roofs/structures carefully including suitable chemical treatment to roots to avoid further growth including disposal of rubbish with in 50 mtr. Lead as per direction of Engineer in-charge |
| 19 | Tuman masonry by brick bats/ stones in grinded mortar of Lime Surkhi mortar 1:2/lime sand mortar 1:2 including racking and removal of all old loose plaster and cleaning the wall surface properly as per direction of Engineer In-charge. |
| 20 | P & L Lime Surkhi Plaster lime surkhi mortar 1:2 (1 Lime : 2 Surkhi) including preparation of mortar by traditional practice (by grinding) in specified course for base coarse and subsequent course & Loi, tamping, beating, curing till the shrinkage cracks are disappear. The work is to be done with all lead as the work is of restoration nature as per Jaipur practice including adding gur, methi & gugal on old walls including removal of all old loose and decade plaster, each coat to be done after 3 days of previous coat. 33 mm thick in four coats |
| 21 | Making Mehrab's, Arches, pillars, highly decorative creepers, flower of small sizes etc.in lime Surkhi plaster (1:2) as per B248old traditional practices (Arches, Mehrab's) in three coats for base course and subsequent course and Loi tamping, beating till the shrinkage cracks are disappear than making ornamental flowering/design etc. The work is to done with all leads and lifts as per work of restoration nature as per Jaipur practice. |
| 22 | Providing & applying Lime kara 1:2 (1lime cream : 2 Zikki powder) grinding mortar with grinding mill/manually on lime base, on ceiling and all flat surface in two coats. First coat applying 3 mm to 4 mm thick and curing properly at least 7 days, second finishing coat done after 7 days of previous coat as per traditional practice.(thickness not more than 6 mm.) |
| 23 | Stucco work in lime, Surkhi, mortar (1:2) as per existing design work/ traditional practices by skilled craftsman, the stucco work should be done as per restoration nature, the mortar should be prepared by grinding mill adding gur, methi & gugal.. The thickness varies from 50 mm to 100mm as per the design (minimum rectangular surface area to be measured). |
| 24 | Khamira Colour Washing as per old traditional practice to prepare the Khamira the lime should be slaked at least for 7-10 days and regularly it should be stirred by adding cured, Gugal, for non synthetic colour adding gum (babool gum) as per specification. Then applying prepared solution on walls three to four thin coats as desired finishing. |
| 25 | Scraping & Removing of white wash/ distemper/oil paint /algli etc. from lime plaster highly decorative, ornamental and stucco work with at most care by using fine sand paper under the close supervision to keep intact the old designs.. |
| 26 | Chemical treatment of sand stone to clean from yellowness, blackness, algal growth, dust, dirt oily accretions, lime & gypsum deposits, filling of cracks/ joining of gaps/ pointing, strengthening of weak stone, removal of salt effect and application of preservative coating to prevent algal growth and make the stone water proof. |
| 27 | Flush and ruled pointing over joints of dressed stone cladding, chajjas, jali etc. including racking the joints as per traditional practice including all leads and lifts with grinded mortar of lime putty and surkhi mixed in 1:2 ratio and gur, methi, gugal etc. are to be mixed as per traditional practice. |
| 28 | Providing and laying lime Dhar on roofing as per Rajasthan, Jaipur traditional practice with lime, Surkhi, old lime powder, brick aggregate 12 to 20mm (1:2:2:2) and using Methi, Gur, Hemp, Belgiri etc. including beating and temping 100 to 150 mm thick as per specifications. Including dismantling of old deteriorated roofing |
| 29 | Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer incharge:In lime mortar |
| 30 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story height made with 40mm dia. M.S. tube 1.5 m centre to centre horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scascaffolding. (To be used for maintenance work judicially . necessary duction for scaffolding in the existing item to be done.) |
| 31 | Supply, installation, Testing and Commissioning of IP-65/ROHS/CE compliant Integrated Solar Street Light fixture having die cast Aluminium body CNCASCS with integrated monocrystaline solar PV panel with lithiumILiFePO4) ferro Phosphate battery and comPliant to MNRE specifications / BIS approved .luminaire should be with secondary optic lenses for better distribution with delivered efficacy of > L00 Lumens per Watt,with minimum 40000 hrs. rated LamP Iife with LED's brand of Philips/Osram/Nichia/CreelSeoul and driver eficiency should be >B5o/o , CRI > 75,CCT 6000 to 6500d K Microcontroller based high efficiency controller cum driver designed with automatic dimming function with PIR motion sensor ( full power lighting when a human move in the sensor range and only 300/o lighting when a human move out ) , Dusk to Down operation, working temperature t-l LOoC to [*) 55oC, with adjustable clamp suitable for pole/wall mounting complete in all respect with protection like short circuit, overload, reverse polarity and battery protections. Light coverage must be LZ} Degree or greater complete as required. Compact Solar LED Street Light-60 Wp[mono)1,8v /12.8V 24 AH/30 W |
| 32 | Supply and erection of Galvanized Iron pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) continuously tapered poles having Octagonal / Circular cross-sections designed to withstand the maximum wind speed as per IS 875, The pole shaft shall be made from sheet steel (HT Steel Conforming to grade S355JO) and confirming to BSEN 10025 and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding. The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. pole shafts shall be provided with the rigid flange plate of suitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, This base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside.The octagonal Poles shall have lockable door of approximate 500 mm length at the elevation of 500 mm from the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos) inside the pole at door opening for cable connection of following length and dimension as per table P-01 with base plate and foundation bolt on the Existing cement concrete foundation.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work. Poles with Octagonal Cross Section, 3 Mtr. |
| 33 | Providing and Laying RCC Foundation for Octagonal / Conical Street Light poles, High mast Poles as per Drawing attach at Table P-4 with Following Procedure & All as per pre approved by Engineer in charge. For additional technical parameters of products/ work. A) Excavation of Pit for Foundation Size upto required depth from Ground level. B) Dressing of Pit and Dry stone pitching 200 mm thick including supply of stones and preparing surface complete. C) Providing and laying in position cement concrete of M-10 grade of 75 mm thickness. D) Reinforcement for R.C.C. work with TMT bars including straightening, cutting, bending, placing in position and binding all complete. E) Centring and shuttering including strutting , propping etc. and removal of form work for Footing and Pedestal. F) Providing & Fixing of 2 no. Required Size PLB HDPE Pipe & Foundation Bolt with template as per OEM Recommendations. G) Providing and Laying Reinforce cement Concrete of M-25 grade in Footing and Pedestal including Curing the foundation for 7 days. H) Providing and Fixing Nosing Angle 40 mm x 40 mm x 6mm with 2 no. 100 mm long, 10 mm dia. Lugs on each face. |
| 34 | Removing/ dismambering of disturbed stone\\"Architectural Parts\\" of \\"Shikhar\\"Varandika, venukosha, Bhumi, Amalaka, Laghu Shikhar, Urushringa, Skandha, Griva, Amalasaraka, Chandrika, Kalasha ) having carving work without damaging the any part by machenical/ manual system carefully with proper marking and documentation including all scaffolding and shuttering work, stacking the useful pillers in proper sequence at the place directed by Engineer Incharge and Refixing of existing\\"Architectural Parts\\"of \\"Shikhar\\" (Varandika, venukosha, Bhumi, Amalaka, Laghu Shikhar, Urushringa, Skandha,Griva, Amalasaraka, Chandrika, Kalasha ) as per existing temple architecture without damaging the parts by machenical/manual system carefully with proper order and sequence including all scaffolding and shuttering work as per direction of Engineer incharge (for all lead and lift.) |
| 35 | Providing and fixing of fine dressed Jodhpur sand stone \\"Architectural Parts\\" of \\"Shikhar\\" (Varandika, venukosha, Bhumi, Amalaka, Laghu Shikhar, Urushringa, Skandha, Griva, Amalasaraka, Chandrika, Kalasha ), fixing by machenical/manual system carefully with proper order and sequence including all scaffolding and shuttering work as per direction of Engineer incharge (for all lead and lift.). Carving work as per temple architecture paid seperatly.for all lead |
| 36 | Providing and fixing of Jodhpur sand stone slab \\"Roofing/ Ceiling\\" of Sabha mandapa/ Antral/ Praeshmandapa/ Pardakshina etc.fine dressed as per matching stone/ approved quarry complete with all scaffolding and shuttering work, all lead and lift in proper order and sequence etc.as per direction of Engineer Incharge. Carving work as per existing temple architecture paid seperatly.(150 mm-200 mm) For 100 km |
| 37 | Flooring with Cobble stone of approx. Size 150x150x100 mm (thick) laid on 25 mm average thick cement mortar 1:3 ( 1 cement : 3 Coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the stone, laid in approved pattern complete in all respect as per direction of Engineer-in-charge. |
| 38 | Cast Iron Benches: Providing and Fixing Cast iron Benches of size 1500 x 500 mm-1800x600mm approx with iron Rectangular tube battens on top and back rest of iron Rectangular tube battens on cast iron members and rest on 150 mm thick P.C.C. (1:2:4) as per design and drawing in all respect as per directed by Engineer In charge. (Photograph/ Drawing Attached) |
| 39 | Providing,carving and Fixing of interpretive signages in Bansi paharpur stone of size 1000x1300x50 mm on inclined plane .Engraving,painting of latters as per drawing and design.The signage stone shall be fixed on the post of same stone of size 300x 300 x 1050 above ground and 1/3 of total heigt of post shall be embedded in ground with neccesary earthwork and concreting etc.complete as per details and drawings and as directed by engineer incharge. |
| 40 | Providing and fixing of fine dressed \\"Ashlar stone work\\" (Plain work) of temple by machenical/manual system carefully with proper order and sequence, fixing with grinded lime surkhi/ sand mortar 1:2 and joints flush with lime cream and stone dust 1:1 including all scaffolding and shuttering work, the place as directed by Engineer incharge. |
| 41 | P/F Stone cut work pillar for chhatri/ Gumtee (ornamental work) Size 5\\" x 5\\" x 4' as per existing pattern and stone |
| 42 | Providing and Fixing fine dressed sand stone /approved stone \\"Chajja\\" for palaces,chattries,forts and jharokas with fine dressed surface both sides and front edges should be round shape/moulding, fixing in grinded lime surkhi mortar 1:2 joint flush with proper adhesive with pigment to match the shade of stone (thickness of chajja on front edge 50mm and 75mm on fixing end) exposed surface is to be measured only. |
| 43 | Supplying, fabricating, and fixing decorative railing made of cast iron sections and ornamental castings as per approved design, including pillars, balusters, handrails, bars and decorative elements. The work shall include cutting, welding, grinding, finishing, Chemical grouting and applying one coat of primer and two coats of synthetic enamel paint, anti-rust paint. The railing shall be fixed on concrete blocks of size 300*300*600 mm with proper anchoring and embedment and grouting in floor if required, complete as per drawings and instructions of the Engineer-in-Charge. (for 2.5' height) |
| 44 | Providing and fixing of fine dressed stone \\"Steps\\" (solid) of temple with matching stone/ approved quarry fixing of steps as per temple architecture by machanical/ mannual system carefully in proper order and sequence including all lead & lift as per direction of Engineer incharge. |
| 45 | Stone flooring work with chisel dressed surface of approved shade and quarry in irregular shape as per existing pattern on a base of grinded lime sand mortar 30mm thick and jointing with masaldar lime putty and stone dust mixed in 1:1 ratio with admixture of pigment (75mm thick) stone as per existing matching. Please Enable Macros to View BoQ information |