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| 1 | (1.1.1) Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth 5km |
| 2 | (1.1.1) Add extra Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth Beyond 5 Km upto 10 Km. per Km. |
| 3 | (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. |
| 4 | (40.5.1) 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 40.5.1 33 mm thick in four coats |
| 5 | (40.5.2) 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 40.5.2 45 mm thick in four coats |
| 6 | (40.9) Add extra over item no. 40.5 to 40.6 for Lime plaster work done over flat ceiling |
| 7 | (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. |
| 8 | (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 non-synthetic colour adding gum (babool gum) as per specification. Then applying prepared solution on walls three to four thin coats as desired finishing. |
| 9 | (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). |
| 10 | (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.) |
| 11 | (40.20.1) Add extra for Lime Kara work (on lime plaster base) other than flat surface as per traditional practice with all lead & lift with fine finishing complete in all respect on :Domical surface/spherical/domical ceiling. |
| 12 | (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 |
| 13 | (40.24) Removing of old lime plaster up to 75 mm thick in patches with height up to 4.5 m. Disposal up to 100 meter lead |
| 14 | (40.26) 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 |
| 15 | (40.3) Painting on Stucco work with stone colours including base coat of khameera as per traditional practice (minimum rectangular to be measured). |
| 16 | (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. |
| 17 | (40.48) Conservation of fresco paintings in monuments by cleaning of the painted surface from all types of stains, dust, dirt, greasy & oily accretions etc. with the help of suitable chemicals, removal of cracks, consolidation of flaking paint layer and plaster, filling of the lacunae in the plaster, treatment of salt effect and altered paint layer retouching of the lost portions and providing a preservative coating |
| 18 | (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 |
| 19 | (60.4.5.3) Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Armoured Copper cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with electrolytic grade Copper made of copper rods confirming to IS 613-1964, of purity >99.7 %, round / flat strip armouring, 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 10sqmm 4 core |
| 20 | (53.1.6) 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 2 x 2.5 sq.mm |
| 21 | (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. |
| 22 | (48.15) Supply, installation, testing and commissioning of 18 watt LED 3000K, 4000K 240Vac CRI >80 MacAdam step 3 Input power : 18W Dimension Ø100 x 150mm Beam angle : 15° / 25° / 40° Electronic driver ON/OFF CE and BIS LUMINAIRE TYPE Ceiling Mounted Down Light. IP rating IP65 MATERIAL CHARACTERISTICS Extruded aluminium pipe (grade 6063 with test certificate) Ø100 x 2.5mm thickness & cast aluminium plate for surface mounting on ceiling (grade ADC12 with test certificate). SS fasteners. Silicone gasket. Mechanical resistance IK07. Pure polyester powder coated process : Acid treatment & pure polyester powder coating. LIGHTING PERFORMANCE Hybrid optics with lens & reflector combination for higher efficiency, lower optical losses with optimum glare suppression. Clear toughened glass diffuser of 4mm thickness with controlled downward light emission. Lifespan of the luminaire > 60,000 hours at 40°C. Operating ambient temperature range is from -15°C to +50°C. Driver efficiency >85%, power factor >0.95, THD <10%, Surge protection 3KV. |
| 23 | (55.16.1.1) Providing & Fixing of Recessed/surface mounting heavy duty Vertical TPN Distribution board with Metal end box with provision of incomer suitable for 3/4 pole MCCB and SP / TP MCB as outgoing ,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 with reversible door (for double door DB only ) complete with insulated 160 (upto 160 A Incomer) / 250 Amp. copper bus bar, neutral bars with shrouds, earth bar , 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 Double door IP-43 & IK-09 with Provision of Incomer MCCB 100/ 125 A Rating with Metal end box 4 Way |
| 24 | (55.1.1.2) 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 Single pole MCB 6 A to 32 A rating |
| 25 | (57.1) SITC of IP-42 and general construction confirming to IS:8623 : 1993, wall/ free standing floor mounted dust and vermin proof compartmentalised cubical panel as specifications and Other parameters required as per point (a) ,(b), (c),(d), (e), (f), (g), (h) as below:-(a)Thickness of CRCA sheet shall be 2.0 mm, cable alley compartments having concealed hinged type doors with key type lock with / without detachable extension type structure. Removable 3 mm. thick sheet steel gland plates with appropriate size of knockouts for cables shall be provided (b)complete panel shall undergo a process of degreasing, Water rinsing, Activation, derusting, pickling in acid bath, phosphatising & shall be subjected to nine tank process and then Powder coated with approved shade of minimum 70 microns on both side of panel. The panel having PE foam/ Neoprene rubber gasket of not less than 3mm thickness ,required hardware , concealed hinged door with key type locking arrangement for equipment/switchgear earthed with 2.5 sq.mm braided copper wire. [c) Interconnection between bus bar and switchgears /cable shall be rigidly supported and made out by flexible copper wires (up to 63 amp ) and by solid bus bar (>63 amp ) . control wiring will be carried out with 1.5 Sq.mm, Earth wire with 2.5 Sq.mm and CT with 2.5 sq.mm flexible copper wire only. All joints / interconnections of copper bus bar shall be dully tinned . Clearance between main bus bar and risers / metal parts shall be at least 10 mm additional to width of bus bar Bus bar is insulated by Heat Shrinkable sleeves . Earth and Neutral bus bar shall be half of the size of phase bus bar. ( Cost of Bus bar / Flexible wire for Interconnection between Main busbar and Switchgear is to be Paid Extra )(d)Wiring between components within switchgear and Incoming / outgoing cable shall be done through the terminal block only. Direct connection shall not be permitted. Each terminal block shall be one piece moulded, barrier type, 650 volt grade, complete with washers, heads, studs with two nuts and identification strips and shall have adequate continuous current rating. For tap-offs, adjacent terminals with shorting strips shall be used. 10% Spare terminal blocks shall be provided. Wire identification on marking strip shall correspond to the designation of the wiring diagrams. All wire terminals on the equipment shall also be marked with designation corresponding to those of the wiring diagram.(e)All wiring shall be enclosed in plastic channels and neatly bunched and closed in metering chamber, Wiring between terminals of various devices shall be ‘point to point’ (no wire splitting or tee |
| 26 | (67.17.3) Providing and fixing of IP 65 protected Polycarbonate / Polysterene fuse box moulded with inside knock outs of following size with hinged cover, transparent window, PU gasket, locking arrangement, duly holded with 2 nos. pole clamps of 20 mm x 3 mm flat with nut and bolts, The box shall be provided with Din rail, 4 / 8 way 10.0 / 16.0 sq.mm heavy duty connector, earth terminal, complete in all respect. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . 200 mm X 200 mm X 122 mm |
| 27 | (4.10.1.1) 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 |
| 28 | (4.10.1.5) Add extra for overall depth of excavation above 6.0 m and upto 7.5 m over item no 4.10.1.1 |
| 29 | (4.10.1.6) Add extra for overall depth of excavation above 7.5 m and upto 9.0 m over item no 4.10.1.1 |
| 30 | (4.11.1.6) Add extra over item no 4.10.1, 4.10.2, 4.10.3 and 4.10.4 in RUIDP SOR for excavation in saturated soil, silt and sludge where pumping or bailing out of water is required including shoring strutting where required and dewatering, where width is upto 6 metre. Excavation from Encountered depth of water table 7.5 to 9.0 m |
| 31 | (30.28) 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. Red sand stone |
| 32 | (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). |
| 33 | (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 and maintenance of diversion.PCC M-30 |
| 34 | (29.26.2) Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 35 | (10.1) Providing and fixing precast cement concrete M-20 grade (Using mechanical Concrete Mixer) kerb stone top and bottom width 115 and 165 mm respectively, 250 mm high on 150 mm thick PCC M-10 grade foundation as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 36 | (9.13) Flooring with Cobble stone of approx. Size 125x125x75 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. |
| 37 | Providing and spray/brushing of Gur, gugal & methi solution for bonding of lime work as per specification (200gm gugal, 200gm belgiri powder, 200gm methi powder and 1 kg. Gur mixed in 20litre water and boiled and sttired till the solution volume reduce upto 3/4th) using 15.00litre solution in 10.00sqm. area. |
| 38 | Providing/Carving/Fixing of Bansipaharpur or 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 in charge complete in all respect. Please Enable Macros to View BoQ information |
