Development and beautification Work of major temples of sanganer Zone like jain Temple, Hanuman Temple, Sanga Baba Temple.

PART-A DISMANTLING WORK BASED ON RUIDP BSR 2024

(2.4) Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.

(2.4.1) Lime Concrete, cement concrete grade M-10 (1:5:10) and below

(2.4.2) Cement Concrete Grade M-15 and above and PCC blocks

(2.4.5.2) Dismantling Stone Masonry in cement mortar.

(2.4.7.1) Steel work in all type sections up to a height of 5 metre above plinth level (Riveted work where rivet are required to be cut shall be measured and paid separately) Including dismembering.

(3.1.1) Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar

(3.3) Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :

(3.3.1) Of area 3 sq. metres and below

(3.3.2) Of area beyond 3 sq. metres

(3.6) Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.

(3.34) Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

(2.10.1) Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer. Bituminous courses

(1.1.3) Carriage of Materials by mechanical transport including loading, unloading and stacking : Stone,boulders,gravelly material. 5 Km

(4.1) Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.

(4.10.1) In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m

(21.1.5) Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).

(9.4.3) Providing and laying un-reinforced, dowel jointed, plain cement concrete mix in pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-30

(24.1.1) Brick work with FPS bricks of class designation 75 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)

(24.5.1) Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)

(26.1) Stone work (machine cut edges) for wall lining etc. (veneer work) backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing by means of cramps which shall be paid for separately) :

(26.1.1.4) Red sand stone - exposed face fine dressed with rough backing 40 mm thick.

(26.26) Supplying and fixing machine cut dressed 75 mm Pink sand stone (Bansi Paharpur) dasa/ coping wth ornamental shape having moulding and "PAN Shape" engraving as per required pattern with engraving depth of 5 mm (average) in single piece of length 90 cm to be laid on cement mortar 1:4 (12 to 20mm thick) including pointing with admixture of pigment matching with the stone shade.

(40.5.2) Lime Surkhi Plaster 1:2 (1 Lime : 2 Surkhi) including preparation of mortar by traditional practice (by grinding) in 3 course for base coarse and subsequent course & Loi, tamping, beating, curring 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. 45 mm thick in four coats

(40.9) Add extra over Lime plaster work done over flat ceiling. (Rate 20 %)

(40.7) 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.

(40.17) 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 nonsynthetic colour adding gum (babool gum) as per specification. Then applying prepared solution on walls three to four thin coats as desired finishing.

(40.18) 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).

(40.19) 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.)

(40.22) 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 Incharge.

(40.34) 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.

(40.38) Providing and applying breathable, non-reactive, transparent, antifungal, UV resistant, alkaline stable, impregnable silane-siloxane or equivalent based water repellent coating on exposed absorbing substrate like stone surface/ concrete surface/ mineral painted surface / exposed brick surface / lime surface in two or more coats to give uniform finish surface in all heights, horizontal, inclined, vertical and on ceiling complete in all respect and making it complete water-proof as per direction of the Engineer-in charge.

(40.43) 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.

(40.58) Removal/Clean Ornamental Stone with Diamond/ Surgical tool Kits of the original surface of stone carving & traditional Mewar work of Biradari including Todies ,lamcha ,etc by careful removal of upper coating of lime Khara /whitewash /paint/ distemper/ plaster, araish etc. without any harm to the original hidden art work, conservation of the traditional & strengthen the original art work with the preservative coating and making it water proof as per direction of the Conservation.

(40.7) Removal , providing and re fixing of stone dasa moulded as per existing design with fine finishing fixing in grinded lime mortar 1:2 i/c all lead and lift complete in all respect. extra for carving (pan patti)- 100mm thick

(33.75) 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 scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. (To be used for maintenance work judicially . necessary deduction for scaffolding in the existing item to be done.)

(26.10.1) Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone

(32.49.1) Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work

(29.26) Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:

(29.26.2) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

(32.50.1) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

(4.1) Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.

(4.10.1) In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m

(21.1.5) Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).

(25.1) Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:4 (1 cement : 4 coarse sand)

(24.5.1) Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)

(22.1) Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for :

(22.1.1) Foundations, footings, bases of columns, etc. for mass concrete.

(22.1.3) Suspended floors, roofs, landings, balconies and access platform.

(22.1.5) Lintels, beams, plinth beams, girders, bressumers and cantilevers.

(22.1.6) Columns, Pillars, Piers, Abutments, Posts and Struts.

(22.1.9) Arches, domes, vaults upto 6 m span

(23.1) Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :

(23.1.2) 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

(23.2) 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. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar.

(23.2.2) 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

(23.3) Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishing and reinforcement: including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar

(23.3.2) M-20 Grade Concrete (1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) -As per design mix)

(23.19.6) Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars.

(32.1.2 ) Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar, 1:6 (1 cement : 6 fine/ coarse sand)

(32.15) Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete

(32.49.1) Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work

(33.75) 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 scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. (To be used for maintenance work judicially . necessary deduction for scaffolding in the existing item to be done.)

(26.9) Providing and fixing red sand stone brackets 55x22.5x45cm sunk and moulded including providing and fixing with 4 Nos. gun metal cramp 25x6mm 30 cm long and dowel bars 7.5 cm long 6 mm dia as per design.

(38.7) Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:

(38.7) a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment.

(38.7) b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs

(38.7) c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.

(38.7) d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep.

(38.7) e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge :

(38.7.1) With average thickness of 120mm and minimum thickness at khurra as 65 mm.

(26.1) Stone work (machine cut edges) for wall lining etc. (veneer work) backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing by means of cramps which shall be paid for separately) :

(26.1.1.4) Red sand stone - exposed face fine dressed with rough backing 40 mm thick.

(26.26) Supplying and fixing machine cut dressed 75 mm Pink sand stone (Bansi Paharpur) dasa/ coping wth ornamental shape having moulding and "PAN Shape" engraving as per required pattern with engraving depth of 5 mm (average) in single piece of length 90 cm to be laid on cement mortar 1:4 (12 to 20mm thick) including pointing with admixture of pigment matching with the stone shade.

(48.17) Decorative haritage pole in 4 Meter height. Pole upper section of length 3mtr is of dia 76mm and 1 meter bottom section of dia 114mm with decorative casting with base plate as per drawing. Provision for inside termination box with 4way connector & 1nos 6 AMPS MCB for local isolation with cover.Complete in all aspects with foundation bolts.

(48.12) Providing & Fixing of ISO certified company made IK10 IP65 protected Top/Bottom mounted LED Post top Light system. Fixture made of powder coated die cast alluminium housing with UV stabalized PC diffuser. The System level Luminous efficacy ≥ 90 Lumen/W. SMD LEDs is to be used, System CRI>70, CCT: 3000/4000/6500 K. The integral electronic driver must be potted & has a unique BIS R number must be potted & has a unique BIS R number constant current and Internal/external surge protection device of min. 4KV(L-N) and efficiency > 85%, PF>0.9, THD<20% and input Voltage range of 90-270V AC at 50Hz. System life of 30000 Burning hours with 70% of Initial Lumens maintained Light output in Cool white or Warm White Colour as per engineers choice. driver current <1000mA shown in LM79 report. Fixture must be in compliance with BIS Standards and T.C . Certificate complete in all respect.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM. All as per pre approved by Engineer in-charge.

(48.12.1) 30 W LED Post Top Fixture

(67.15) Providing & Fixing of IK10 IP65 / IP66 protected LED Up - Down Luminarie Wall / Surface mounting made of powder coated die cast alluminium housing with UV stabalized PC diffuser. The System level Luminous efficacy ≥ 90 Lumen/W. COB LEDs is to be used, System CRI>70, CCT: 3000/4000/6500 K. The integral electronic driver must be potted & has a unique BIS R number constant current RUIDP 543 ISOR 2023 Code No Description Unit Rate Rs. and Internal/external surge protection device of min. 4KV(L-N) and efficiency > 85%, PF>0.9, THD<10% and input Voltage range of 140-270V AC at 50Hz. System life of 50000 Burning hours with 70% of Initial Lumens maintained Light output in Cool white or Warm White Colour as per engineers choice. driver current <750mA. Fixture must be in compliance with BIS Standards and Trade mark Certificate complete in all respect.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

(67.15.2) Minimum lumen output 1300 lm Up-Down Luminary

(50.4) S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along with ISI marked (IS:3419-1988) accessories as required in recess including cutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

(53.1) Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

(53.1.1) 1 x 1.5 sq.mm

(53.1.5) 1 x 2.5 sq.mm

(53.1.10) 1 x 4.0 sq.mm

(55.1) Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

(55.1.1.2) Single pole MCB 6 A to 32 A rating

(55.1.1.2.3) Double pole MCB 40 A rating

(55.5) Providing & Fixing of 240/415 V Residual current circuit breaker (RCCB) conforming to (IS:12640-1)/ IEC 61008 -1 , rated 4 KV impulse withstand voltage truly current operated and shall operate on CBCT mechanisum, provision for pad lock, min. operation 10,000 upto 63 A rating and 5000 for 100 A rating and minimum phase termination capacity of 35 sq.mm. rigid wire , IP 20 contact protection with existing distribution board / sheet including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

(55.5.1) Two pole 30 mA sensitivity 16/25 A rating

(55.1) Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door ( Metal / Glazed )Distribution board with Metal end box made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

(55.10.1.4) Metal door (single phase) IK-09 and IP-43 with Metal end box 12 Way (12+2)

(60.1) Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Un-Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray (with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

(60.1.1) Armoured Cable, 4.0 Sq. mm, 2 core

Item Rate BoQ

BoQ_Ver4.0

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (Part-B) (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only)

NUMBER #

(Market Rate ) Providing and fixing in position Cobble Stone Flooring in Bijolia stone Grey & Red of minimum Stone size 200 mmx 300 mm x 100 mm thk cut to shape with exposed face fine chisel dresses fixing and jointing/pointing with cement mortar 1:4 using pigment as per drawing and instruction of Engineer In charge complete in all respect.

(Market Rate ) Providing and fixing in position Bansipaharpur Stone Linear Dand Stone of size 300 mm width x 100 mm thk and cut to shape as per with exposed face fine chiesel dresses fixing and jointing/ pointing with cement mortar 1:4 using pigment as per drawing and instruction of Enineer Incharge complete in all respect.

(Market Rate) Providing and fixing of 900 mm high Ornamental Stone bollards (150 mm circular or square base ) in Bansipaharpur sand stone Red or White of approved design fixing in White cement with Araldite & colouring pigment to match same as stone colour and as per detail drawings,design and as directed by engineer incharge complete in all respect.

(Market Rate ) Providing and Fixing of street signages made of decorative M.S pole 2400 mm high and base dia of 125 mm having two M.S plate of size 600X300 mm showing directions and letter writing on both side over them. as per approved design and detail drawing and as directed by engineer incharge and as per detailed drawing complete in all respect.

(Market Rate ) Providing/Carving/Fixing approved sand stone 2 Mt long benches with 75 mm thick pan patta dasa top fixed in stone pair as per detail drawings,design and as directed by engineer incharge complete in all respect.

(Market Rate) Decorative/ornamental Lime surkhi 1:2 plaster work with fine finish making kangoora, flowers, geometrical designs upto (khat) including preparation of Lime surkhi mortar 1:2 as per tradititional practice adding gur,methi,gugal etc. Above 25mm and upto 40mm thick

(Market Rate) Providing and fixing fine dressed sandstone ornamental brackets with ornamentation on both side & including lamcha as per existing matching stone with carving & moulding work with fine finishing , fixing in grinded lime surkhi mortar 1:2 including lead & lift complete in all respect. SIZE ( 0.75X0.60 X 0.10)

(Market Rate) Providing and fixing new Stone Ornamental Architectural elements(Mehrab, Surface pannels, Oranmental bends) in approved sand Stone and fixed with mechanical/ manual system carefully as per existing stone design & pattern as directed by engineer in charge complete in all respect. Thickness up to 100 mm

(Market Rate) Removing , Providing and fixing of stone chajja 50 to 75mm thick, stone used to be similar to the existing ones at the site, cutting in proper shape and providing interlocking keys in the new as well as old stone for proper bonding including finishing the edges in all respects in lime surkhi mortar (1 lime putty : 2 surkhi).

(Market Rate) Providing & making artistic/heritage painting, Shop Name Writing and decorative markings with the using oil paint/apex ultima or equivalent exterior paint having anti algal and dust pick up resistance with finish as per direction of Engineer in charge on wall faces/panels etc. with approved colour in following patterns including painting base works of required exterior paint in approved quality/brand:-

(Market Rate ) Providing,carving and Fixing of building signages in approved sand stone of size 750x450x50 mm.Engraving,painting of latters as per drawing and design.The signage stone shall be fixed on the building wall complete as per details and drawings and as directed by engineer incharge.

(Market Rate) Decorative/ornamental Cement plaster work (1:3 Cement:Sand) with fine finish making kangoora, decorative designs, mouldings, cornice architraves as per design and direction of Engineer-in-charge ( Above 25mm and upto 40mm thick)

(Market Rate ) Construction of Rectangular base Stone Baradari of overall size 3.6 x 3.6 mtr and approx height 4.20 mtr made with Bansipahadpur Sand stone as per traditional practice over a pedestal base includes base Dasa Stone, Carved Stone Pillars (12nos), Arches fixed beetwen stone pillars (12 Nos), Brackets, Dab Stone, Stone Chajja, Kangoora Panel, Curved Domical Canopy with Stucoo Ornamental Work in lime & Kalash etc. Complete in all respect as per drawing and as Directed by Engineer in Charge, Cost of Base Pedestal Civil work is Excluded.

(Market Rate ) Construction of Small Sqaure base Stone Chattri of overall size 0.9 x 0.9 mtr and approx height 1.20 mtr made with Bansipahadpur Sand stone as per Traditional practice over a pedestal base includes Dasa Stone, Carved Stone Pillars (4 Nos), 4 side Brackets (4 Nos), Dab Stone, Chajja, Kangoora Panel, Decorative Dome & Kalash etc. Complete in all respect as per drawing and as Directed by Engineer in Charge, Cost of Base Pedestal Civil work is Excluded.

(Market Rate ) Documentation & Survey of Street conducting topographical survey (Total Station Survey) and Documentation of Building Façade (Both side) for Conservation, Restoration & Development works as per direction of in -Charge.

(Market Rate ) Providing Design & Supervision services by the qualified Conservation Architect with minimum experience of 10 years to guide and review heritage conservation and development works as per direction of in -Charge.

(Market Rate) P&Fof lP65 rating protected high power LED linear flood light system. Fixture made of powder coated extruded aluminium housing with UV stabilized PC/toughened glass cover and appropriate lens tobe used to achieve various beam angle pattern. fixture with system CRI- >80 and luminous of 140 lm/W must have IP68 protected connector for input, the fixture must have provision to extend further. system life of 50000burning hours with 70% of initial lumens maintained. Fixtures shall be CE complete series of linear flood light. (Fixture lenght - 500mm long)

Please Enable Macros to View BoQ information