Conservation, Repair To Ambabai Temple At Phulchincholi, Tal. Pandharpur, Distt. Solapur.- 1 Removal of plants/ ficus growth by pulling out root system embedded in masnory, cutting stem and application of hing/gur/lime formulation as specified by the Architect or other patented chemical biocide treatment such as biocide Glycel (isoproplamine salt of glyphosate) or other chemical as specified by the Engineer in charge etc. complete 2 Dismantling brick masonry in lime or cement mortar and stacking the materials as directed with all leads, lifts etc. 3 Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, 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. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works. 4 Providing and fixing Jute Kantan (Tarat) screen to the scaffold-ing for external guniting as directed including removing the same after the work is over etc. complete. 5 G.I sheet (Patra) Partition: As per Instruction erect the vertical poles at a distance of 8 to 10 feet & on that provide the horizontal poles & prepare the square, on that fix the GI sheet (patra) .Provide the opening in patra where required. Instructions:- 1) In this work Excavation in any type of road, soil, loose or hard rock should be done and after the work Excavated pits should be refill. 2) The rate of the above work is for 3 days and because of if any reason days exceed beyond 3 days Rate as perfollowing will be given a) for 4th day to 30 th day- 3% of original rate. 6 Numbering the monument elements in proper order before lowering down with approved colour and shade as directed by Engineer in-charge, including ladder, scaffolding etc. complete. 7 ProvidingSoil Bag Support to the monument with contractor´ssoil in proper layers carefully as directed by Engineer in-charge including filling, tying and conveying the bags,removing the soil bags after work up to a distance of 50 meter beyond the monument area and cleaning the siteetc. complete.A) While lowering the Members 8 ProvidingSoil Bag Support to the monument with contractor´ssoil in proper layers carefully as directed by Engineer in-charge including filling, tying and conveying the bags,removing the soil bags after work up to a distance of 50 meter beyond the monument area and cleaning the siteetc. complete.B) While Restoring the members 9 Gently cleaning the surface of stone masonary with specialised water misting technique employing air water jet usinga fine nossle sprinkling system calibrated to sprey fine mist along the stone surface without over wetting followed up by gentle brushing with soft nylon brushesand removing dirt,dist,bird dropping,grease,oil,algae,fungus,monkey beats,vegetable growth,etc as specified.gentle surface cleaning using water misting and mild pH balanced surfactants as specified for indicated areas to remove the surface dirt,grit accretion by means of water misting and cleaning etc.complete as directed by engineer in charge 10 Removing pointing and other epoxy-based hard material from joints and surface area of Basalt stone masonary manually with chisel and hammer or with the help of electric grinders wherever directed by Engineer In charge. Proper care should be taken not to damage the stone during removaL 11 Removinglimeorleancementconcreteincludingstackingthespoilsasdirectedwithall leads, lifts etc, complete 12 Loweringdowncarefullyexistingstonemasonryofthemonumentmanuallyinproperorder including shifting the stone elements up to a distance of 50 meter beyond the monument area and stackingthemasdirectedby Engineerin-charge,removingbuilding rubbishandcleaning thesite etc. complete. 13 Loweringdowncarefullyexistingbrickmasonryofthemonumentmanuallyinproperorder including shifting the bricks up to a distance of 50 meter beyond the monument area and stackingthemasdirectedbyEngineerin-charge,removingbuildingrubbishandcleaningthesiteetc. complete. 14 Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removingtheexcavatedmaterialuptoadistanceof50m.beyondthebuildingareaand stackingandspreadingasdirected,dewatering,preparingthebedforthefoundationand necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 0.00 to 1.50 m.) By Manual Means 15 Excavationfor foundationin Hardrock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyondthebuildingareastackingasdirected,dewateringandbackfillingwithavailable earth/ murum watering, ramming etc. complete. (Lift upto 1.5 m). By Mechanical Means 16 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. 17 Providing Dry Stone Masonry of trap / granite stones as per detailed specifications and drawings or as directed including in each course, headers hammer-dressed either height of the course are to be placed and to 1.5 metre (5ꞌ) apart, the stones need not be dressed, but should be as flat-bedded as possible, no stone shall be less in breadth or length than height and not joints shall be more than 12.5 mm. (½″), the work to be brought up with a better of not less than 1 in 12, etc. complete.As a Soling/Rubble filling for Temple Foundation 18 Providing and laying cast in situ 1:2:4 PLC Lime Concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding as per detailed specifications and drawings or as directed including bailing out water, centring, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required with fine aggregate, preparing the lime mortar in lime miller and then mixing with coursed aggregate in drum mixer as per specifications including bailing out water, watering etc. complete. For Plum Concrete. (30% Rubble Supply) 19 Providing soiling using 80 mm size trap metal in 15cm. Layer including filling voids with sand/ grit ramming, watering complete. 20 Providing and laying cast in situ 1:2:4 Lime Concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding as per detailed specifications and drawings or as directed including bailing out water, centring, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required with fine aggregate, preparing the lime mortar in lime miller and then mixing with coursed aggregate in drum mixer as per specifications including bailing out water, watering etc. complete 21 Providing Un-coursed Rubble Masonry of trap / granite stones in lime mortar 1:1½, in superstructure as per detailed specifications and drawings or as directed including the stones to be set in the work as received from the quarry, after merely knocking off weak corners and edges with the masons hammer, the stones shall be carefully laid so as to break joints, no joint shall exceed 12.5 mm. (½″) in thickness, every stone shall be set flush in mortar, the face stone shall be for greater size, and good beds, one through stone shall be inserted at least every 0.80 sq. mete (1 square yard), the joints shall be racked out carefully at least 25 mm. (1″) where pointing or plastering to be done, striking joints where no pointing or plastering is to be done, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. 22 Providing/Re-setting Ashlar Fine Masonry of reuse-stones in lime mortar 1:1 in superstructure asperdetailedspecificationsanddrawings oras directed including the stonesshallbesetin fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course, the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. 23 Providing Ashlar Fine Masonry of trap / granite stones in lime mortar 1:1 with average size of stone60 cm. x45 cm. x23 cm. in superstructureas per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete For outer & Inner wall layers of temple 24 Providing Ashlar Fine Masonry of trap / granite stones in lime mortar 1:1 with average size of stone60 cm. x60 cm. x81 cm. in superstructureas per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete For pillars, Pillasters and Ardhstambh 25 Providing Ashlar Fine Masonry of trap / granite stones in lime mortar 1:1 withaverage size of stone60 cm. x 60 cm. x 30 cm. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. pedestals & Brackets 26 Providing Ashlar Fine Masonry of trap / granite stones in lime mortar 1:1 with average size of stone 270 cm. x 50 cm. x 50 cm. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. completeFor Stone Beams for Temple 27 Providing Ashlar Fine Masonry of trap / granite stones in lime mortar 1:1 withaverage size of stone 40.7cm. x 40.7cm. x 81.3 cm. in superstructureas per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete For Slab, Ceiling of Temple. 28 Providing Ashlar Fine Masonry of trap / granite stones in lime mortar 1:1 withaverage size of stone 90 cm. x 60 cm. x 21.6 cm. in superstructureas per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete For Chajja 29 Providing and fixing Stone Paving, First Sort in lime mortar 1:1, with size of stone 45 cm. x 30 cm. x 15 cm., as per detailed specifications and drawings or as directed including all stone slabs to of approved quality, hard, even, sound, durable and uniform thickness, the stones to be very finely chisel-dressed on the surface and the course to be of prescribed width, the joints running true, the stonestobelaidwithjointsnotexceeding 6mm.(¼″)thick andtobe evenlyandfirmly bedded flush in mortar on the concrete and no hollow left, side to be dressed true and as per shape at least half the depth from the face, preparing the lime mortar in lime miller, watering and all pavingwork when handed over to be perfectly clean and free from all mortar stains etc. complete. 30 Providing and fixing Stone Paving, Second Sort in lime mortar 1:1½, with size of stone 45 cm. x60 cm. x 15 cm., as per detailed specifications and drawings or as directed including all stone slabs to of approved quality, hard, even, sound, durable and uniform thickness, the stones to be not finely chisel-dressed on the surface and the course to be of prescribed width, true for top 25 mm. (1″), the jointsrunning true,the stonestobelaidwith joints notexceeding 8mm.(5/16″)thickandto be evenly and firmly bedded flush in mortar on the concrete and no hollow left, side to be dressed true andaspershapeatleasthalfthedepthfromtheface,preparingthelimemortarinlimemiller, watering and all pavingwork when handed over to be perfectly clean and free from all mortar stains etc. complete. 31 Filling in plinth and floors by with contractors material / brought from out side and approved by Engineer in charge in layers of 15 cm to 20 cm including watering and compaction etc. complete. (filling with brick bats) 32 Providingandlayingcastinsitu1:1:4LimeConcreteofbrokenbrickmetalforcopingor waterproofingasperdetailedspecificationsanddrawingsorasdirectedincludingcentring, formwork,laying/pumping,compacting,rougheningthemifspecialfinishistobeprovided, finishing if required, with fine aggregate, preparing the lime mortar in lime miller and then mixing withcoursedaggregateorsurkhi indrummixer,theconcretemustbebittenfortwodayswith pouring water as per specifications,scaffolding, wateringand all concrete work when handed over to be perfectly clean and free from all mortar stains, etc. complete. 33 Providing Lime Pointing to stone work in lime mortar 1:1 in superstructure, as per detailed specifications and drawings or as directed including all face or visible work shall be pointed, unless otherwisespecified and shall be done while the mortar is fresh, the mortar shall consists of lime and fine sandshall not be ground fine but sand should be finer, the joints of the pointed work shall be neatlydefined by the pointing, the lines shall be regular and uniform in breadth and the joints shall beraised or flat as may directed, preparing the lime mortar with 640 gram pulp of wood apple(Belfruit) per cubic metre of lime mortar as a bonding material, watering and all work whenhanded over to be perfectly clean and free from all mortar stains etc. complete 34 Providing injection grouting with a slurry of lime and fine screened sand in proportion 1 : 1 with a proper pressurized jet pump, including cleaning, washing and packing the exisitng cracks or holes in the brick or stone masonry properly upwards with the slurry, scaffolding, curing etc. complete 35 Carving ornamental work including moulding, grove, chisseling & dresing the same part with fine finishing as per existing/similar type of work of on the stone surface of any type & size or as directed by engineer in charge etc. complete.The charges for chisscling & dressing on stone surface for govering at the stone surface after chisling a fine surface rate for as per market rate. 36 Carving ornamental work on surface including moulding, grove, chisseling & dresing the same part with fine finishing as per existing/similar type of work of on the stone surface of any type & size or as directed by engineer in charge etc. complete. The charges for chiseling & dressing on stone surface for ornamental carving work surface etc. as per existing design. pattern and form as directed by engineer in charge 37 Providing and fixing frame with / without ventilator of size as specified with Country cut teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete 38 Providing and fixing Country cut teak wood double or single leaf panelled shutters, 35 mm thick style top and freze rail 95 x 35 thick with lock and bottam rail 195 x 25 mm thick and panels without ventilator as per detailed drawing excluding the door frame, stainless steel fixtures and fastening and finishing the wood work with oil painting 3 coats complete 39 Providing and applying melamine polish of required finish to the wood work byspray machine including knotting and preparing the even surface by scraping,applying French polish , scaffolding if required etc. complete.Note:The work to be executed on prior approval of Superintending Engineer will be necessary. 40 Disposing of dismantling materials of R.C.C./ stone / brick masonry / derbies, excavated material / soil / murum / rubbish material or vegetation / grass / shrubs etc., from work site beyond the 5km. 41 Public Seating Chair. - 3 Seater Providing and Fixing 3seater Public seating chair made of complete metal with Legs in Crome finish and seates in silver powder coating finish. 42 Preparing and carrying out videography, Documentary & Shooting of still photographs of Extra copies - 5 X 7 Sizeoutdoor and indoor of roads, bridges, other structures and programme, including preliminarys survey, still shots moving shooting, necessary board for video shooting hiring of vehicle, equipment for video shooting, transportation of all equipment, persons, required for shooting, lighting arrangement as may be necessary, editing, mixing, titling, lettering, sounding including cost of coloured cassette of approved quality etc. 43 Providing detailed geological reports of proposed site by maintaining geotechnical investigation of structure stratification collecting soil, rock and ground water samples for laboratory tests to arrive the foundation design parameters . Rock properties such as type of rock, jointing fractures, etc. complete with suggestion about the site foundation and remedies. 44 Providing Precast S.S.Dustbin etc. Complete in all respects as per the Design & Instructions of the Engineer Incharge including all taxes, transportation charges, loading, unloadning etc, complete. 45 Carrying of detailed topographic survey by using total station along the existing or newroad including taking L-section and cross section at every 30 meter ROW ,taking at least10 spot levels per cross section, picking up all existing details inside the Row likeelectric telephone line , encroachments, structures etc. connecting all the primary totalstation control points by G.I.S.Bench marks level or whichever available with departmentusing auto level and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Plain Terrain New Alignment
