Tender For Leopard Safari Ganga Bhairav Ghati Conservation Reseve Ajmer Leopard Safari Ganga Bhairav Ghati Conservation Reserve Ajmer - Patrolling kachcha Track Construction of Guard Chowki, Booking Window and Administrative Block Construction of Shelter, tourist Entry Gate Sl. No. Item Description 1 Petroling kachchaTrack (Taragarh to Chamunda ji 1.5 km) Site clearance including cutting of grasses, shrurbs & bushes for bunding, key lines, vegetative fencing and other such works.1500 x 5 = 7500 sqm RVP Kota BSR 2022 Ch. No. 4 item no. 2 2 EARTH WORK BY MANUAL LABOUR:- Earth work in excavation in following type of soil with initial lead up to 30m & lift up to 1.5mincluding laying the excavated soil in required profile at required place & levelling dressing including dag belling. Hard soil mixed with boulders up to 20%100x 3.5 x 0.15= 52.5cum RVP Kota BSR 2022 Ch. No. 5 item no. 1.1.8 3 Laying single R.R. Stone pitching, handpacked, including filling of voids with small stones. 30cm thick100 x 3.5 x 0.30 = 105 cum RVP Kota BSR 2022 Ch. No. 7 item no. 4(b) 4 MASONARY STONE- 1. Breaking of Rubble stone at suitable site 100 x 3.5 x 0.30 = 105 cum RVP Kota BSR 2022 Ch. No. 2 item no. 1.1 5 STONE TRANSPORTATION By Mechanical Means by tractor with troly from constraction site distance Between 5 km kachha unmetalled track100 x 3.5 x 0.30 = 105 cumRVP Kota BSR 2022 Ch. No. 3B item no. 1.8 6 Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and guide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr:1500 x 3.5 m x 0.15 = 787.5 cum PWD BSR ajmer 2023 Ch. No. B-1 item No. 1.2 7 oth exp 8 Petroling kachchaTrack (Happy Valley toTaraghar 3.3 km) Site clearance including cutting of grasses, shrurbs & bushes for bunding, key lines, vegetative fencing and other such works.3300x 5 = 16500 sqm RVP Kota BSR 2022 Ch. No. 4 item no. 1 9 EARTH WORK BY MANUAL LABOUR:- Earth work in excavation in following type of soil with initial lead up to 30m & lift up to 1.5mincluding laying the excavated soil in required profile at required place & levelling dressing including dag belling. Hard soil mixed with boulders up to 20%210 x 3.5 x 0.15= 110.25 cum RVP Kota BSR 2022 Ch. No. 5 item no. 1.1.8 10 Laying single R.R. Stone pitching, handpacked, including filling of voids with small stones. 30cm thick 210x 3.5 x 0.30 = 220.5 cum RVP Kota BSR 2022 Ch. No. 7 item no. 4(b) 11 MASONARY STONE- 1. Breaking of Rubble stone at suitable site 210 x 3.5 x 0.30 = 220.5 cum RVP Kota BSR 2022 Ch. No. 2 item no. 1.1 12 STONE TRANSPORTATION By Mechanical Means by tractor with troly from constraction site distance Between 5 km kachha unmetalled track 210 x 3.5 x 0.30 = 220.5 cum RVP Kota BSR 2022 Ch. No. 3B item no. 1.8 13 Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and guide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr: 3300 x 3.5 m x 0.15 = 1732.5 cum PWD BSR ajmer 2023 Ch. No. B-1 item No. 1.2 14 oth exp 15 Petroling kachchaTrack (Taraghar Najul to Bhairav baba 2.5 km)Site clearance including cutting of grasses, shrurbs & bushes for bunding, key lines, vegetative fencing and other such works. 2500x 5 = 12500 sqm RVP Kota BSR 2022 Ch. No. 4 item no. 1 16 EARTH WORK BY MANUAL LABOUR:- Earth work in excavation in following type of soil with initial lead up to 30m & lift up to 1.5mincluding laying the excavated soil in required profile at required place & levelling dressing including dag belling. Hard soil mixed with boulders up to 20%160 x 3.5 x 0.15= 84cum RVP Kota BSR 2022 Ch. No. 5 item no. 1.1.8 17 Laying single R.R. Stone pitching, handpacked, including filling of voids with small stones. 30cm thick160 x 3.5 x 0.30 = 168cum RVP Kota BSR 2022 Ch. No. 7 item no. 4(b) 18 MASONARY STON- 1. Breaking of Rubble stone at suitable site160 x 3.5 x 0.30 = 168cum RVP Kota BSR 2022 Ch. No. 2 item no. 1.1 19 STONE TRANSPORTATION By Mechanical Means by tractor with troly from constraction site distance Between 5 km kachha unmetalled track 160x 3.5 x 0.30 = 168cum RVP Kota BSR 2022 Ch. No. 3B item no. 1.8 20 Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and guide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr: 2500 x 3.5 m x 0.15 = 1312.5 cum PWD BSR ajmer 2023 Ch. No. B-1 item No. 1.2 21 oth exp 22 Petroling kachchaTrack (Bhairav Baba to Chamunda Mata 4 km)Site clearance including cutting of grasses, shrurbs & bushes for bunding, key lines, vegetative fencing and other such works.4000 x 5 = 20000 sqm RVP Kota BSR 2022 Ch. No. 4 item no. 1 23 EARTH WORK BY MANUAL LABOUR:- Earth work in excavation in following type of soil with initial lead up to 30m & lift up to 1.5mincluding laying the excavated soil in required profile at required place & levelling dressing including dag belling. Hard soil mixed with boulders up to 20% x 3.5 x 0.15= 151.2cum RVP Kota BSR 2022 Ch. No. 5 item no. 1.1.8 24 Laying single R.R. Stone pitching, handpacked, including filling of voids with small stones. 30cm thick 400 x 3.5 x 0.30 = 302.4cum RVP Kota BSR 2022 Ch. No. 7 item no. 4(b) 25 MASONARY STONE-1. Breaking of Rubble stone at suitable site400 x 3.5 x 0.30 = 302.4cum RVP Kota BSR 2022 Ch. No. 2 item no. 1.1 26 STONE TRANSPORTATION By Mechanical Means by tractor with troly from constraction site distance Between 5 km kachha unmetalled track 400x 3.5 x 0.30 = 302.4cum RVP Kota BSR 2022 Ch. No. 3B item no. 1.8 27 Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and guide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr:4000 x 3.5 m x 0.15 = 2100cum PWD BSR ajmer 2023 Ch. No. B-1 item No. 1.2 28 oth exp 29 Construction of Guard Chouki Earth work in excavation by mechanical means (Hydraulic excavator ) manual 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 50m and lift upto 1.5 m disposed earth to be levelled and neatly dressed. All kinds of soil 1.6 30 Providing and layingin position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size.) 3.1.6 31 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand).6.1.6 32 Providing and laying damp-proof course with cement concrete grade M-150(1:2:4) Mortar prepared with 1% solution of water-proof compound complete as per specification 75mm thick3.7.2 33 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand ) 5.2.2 34 Half brick masonry in superstructure, above plinth level upto floor V level using bricks of designation 75 5.8.3 35 Centering & Shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. 4.10.2 36 Providing and laying in position specified grade ofcement concretee for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix . 4.2 37 Steel Reinforcement:Providing and fabrication reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding ( including cost of binding wire) all complete up to floor five level. (Original producers who manufacture billet directly from iron ores and rolll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code ) (100 kg per cum of c.c.)4.13.3 38 Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints complete fine finish : 20 mm thick12.2.2 39 Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints complete fine finish : 20 mm thick12.2.2 40 6 mm thick cement plaster to celling of mix 1:3 (1 cement : 3 fine sand ) 12.5 41 Providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete. New plastered Surface (Three or more coats) 12.22.1 42 Distempering with dry distemper of approved brand and Shade ( two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding. 12.36 43 Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding. New work (Two or more coats applied @3.84 kg / 10 sqm) 12.41.1 44 Painting Applying priming coat. With ready mix pink or gray primer of approved brand and manufacture on wood work hard and soft wood.12.45.1 45 Painting Applying priming coat. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 12.45.3 46 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. 12.46.1 47 Supplying and fixing stone lintels/bed plates of approved quarry rough dressed in cement mortar 1:4 Upto 15 cm thick. Window / D6.18.1 48 Providing dab stone over chajjas duly fixed in cement sand mortar 1:6 complete . 50mm thick6.16.2 49 Providing and fixing horizontal chajja of Red/ white sand stone 40 mm thick and upto 80 cm projection in cement mortar 1:4 (1 cement : 4 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.6.15 50 Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.1.25 51 Random rubble dry stone kharanja under floor.11.26 52 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. M15 grade Nominal mix 1:2:4 ( 1 cement : 2 course sand : 4 graded stone aggregate 40 mm nominal size ). (flooring) 3.1.3 53 Kota stone slab flooring 25 mm thick 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 ) for area of each slab from 901 to 2000 sq. Cm : 864.0011.18.1 54 Providing and fixing 1st quality MAT & Glossy finished ceramic tile confirming to IS : 13755 and IS 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4 ) Size 250mm x 375 mm sqm 661.00 7.21.1 55 P&F 1st quality Heavy Duty vitrified Polished Digital tiles on floor, Skirting and steps etc. in different sizes ( thickness minimum 10 mm ) with water absortion less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick cm 1:4 including grounting the joints with white cement and matching pigment etc complete. Size 298 mm x 298 mm sqm 641.007.22.1 56 Grading roof for water proofing treatment with water proofing compound cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) 10.17.1 57 Providing & fixing precast cement concrete coping 1:2:4 mix 50 mm thick complete as per speification3.8 58 Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure A 30 mm thick Decorative teak veneer one side 8.13.2.2 59 Providing and fixing steel glazed window frame made out of 80x40 mm hollow sheet section of 16 gauge thickness, joint mitred welded and grinded including hold fast of steel lugs 13mm x 3mm and 15 cm long embedded in C C block 15 x 10 x 10 cm of 1 : 3 : 6 nominal concrete and including fixing of pivoted hinges of superior quality window shutters made out of 50 x 25.0 mm hollow steel section 15 mm paitam of 18 gauge thickness joint mitred and grinded including 10mm x 10mm square bars welded to frame for paitam fixing float glass 4mm thick panes with glazing clips and metal sash putty and fixing of shutters frames peg stay, U shape handle 100 mm long, tower bolts 100 mm long of steel powder coated superior quality including fixing and jointed with frame hinges priming coat with steel prime complete in all respect as per direction of Engineer in charge window openable. 9.28.1 60 Providing and fixing in cm 1:4 double paitam (rebated ) stone door window and ventilator frames of approved quarry: Size 100 x 75 mm.15.25.1 61 Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, shelves, sills counters, floors etc. laid on 12 mm (Av.) Thick base of cement mortar 1:3 ( 1 cement : 3 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. Jhunjhunu / jalore ( red / choclate / black/ pink colour) Up to 1500 cm2 Tiles 1812.007.5.1 62 Supplying and fixing in walls machine cut and polished stone shelves, tands and in CM 1:3 with machine cut edges: Sand or other approved stone 25mm thick 6.17.1 63 Granite / kota Stone work Full Edge moulding7.6.2 64 Electricity fitting 65 Under ground 15000 litre capicity water tank 66 Entry Gate Earth work of excavation in foundation trenches or drains inclusive of dressing of side and ramming of bottom, lift up to 1.5 m including stacking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with lead of 50 m in soft/loose soil. CCF J 7.2.9.2 67 Foundation laying cement concrete, well mixed in cement mortar, in foundation including ramming, curing etc. Complete in all respect, using stone grit 40 mm nominal size in ratios 1:4:8With Power Driven Mechanical Mixture CCF Banas IV / 1 68 Random Rubble stone masonry with hard stone in cement sand mortar including curing and mixing of mortar in Foundation in ratio 1:6 CCF Banas V / 1.A 69 Superstructure Random Rubble stone masonry with hard stone in cement sand mortar including curing and mixing of mortar in superstructure in ratio 1:6 Pillars CCF Banas V / 1.B 70 Supplying and fixing ashlar sills, jambs, skirting, steps etc.rough dressed: Upto 15 cm thick Soorsagar or eqvt. White Ashlar Wall PWD B-6/ 6.26.1 71 25 mm thick cement plaster on new surface of walls / structure in two coats including smooth finishing in cement mortar 1:4 including curing etx. Completeon top of pillars on top of piller CCF Banas IX / 1 72 Breaking of rubble stone suitable for masonry work, size not less than 23 cm and weight 37.5 kg excluding stackingCCF BANAS CH II 1 73 Breaking of rubble stone suitable for masonry work, size not less than 23 cm and weight 37.5 kg excluding stackingstone aggregate graded hand broken 40 mm nominal size CCF BANAS CH II 1 74 Carriage earth, all construction material by manual or mechanical transport including loading unloading and stacking up to 20 km CCF BANAS CH VII I B iv 75 collection and transportation of medium coarse sand.Rates are excluding stacking Lead 70 km CCF BANAS CH VII B ix 76 carriage of water for masonry work and concrete work including filling and emptying with lead up to 4 km CCF Banas VII / 2A 77 cost of cement bags 78 oth exp 79 Tourist FacilityEarth work in excavation 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils 80 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: 4: 8 (1 cement : 4 coarse sand : 8 graded stoneaggregate 40mm nominal size). 81 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). 82 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) 83 Half brick masonry in Superstructure , above plinth level upto floor Vlevelusing bricks of designation 75 Cement mortar 1 : 6 (1 cement : 6 coarse sand) 84 Random rubble dry stone Kharanja under floor. 85 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 stoneaggregate 20mm nominal size). 86 Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirmingto IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). 87 Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 88 Plaster on new surface on walls in cement sand mortar 1:6 including rackingofjointsetc. complete fine finish : 20 mm thick. 89 Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4,with ceiling pointing in cement sand mortar 1 : 3 complete as per specification and instruction of Engineer In Charge 90 P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia 91 P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: Bend 87 .5 110mm dia 92 Pipe Clip 110mm dia 93 Coupler (socket) 110mm dia 94 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1 metre spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. (Internal work Exposed on wall) 15 mm nominal size 95 25 mm nominal size 96 P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: C.P. Brass bib cock,15mm nominal bore. 97 P & F Ball Cock (IS :1703 Mark) with Rod& P.V.C. Ball complete : Brass wt. Not less than 300 gm,15mm. 98 P & F W.V.C. Urinal Partition Plate of approved standard make of size 630x315mm including making good the wall. 99 P & F European type white glazed vitreous china 1st quality Double syphonic W.C (IS :2556 Mark) with P or S trap including cutting and making good the wall and floor 100 P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall : Size 450 mm x 300 mm 101 Supply & fixing G.I. Union ISI marked in G.I. pipe line as required complete in all respect of size : 25mm dia nominal bore 102 P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc.C.P. Inlet connection 15mm.Brass (IS : 8931 marked) 103 P&FFlushCock / FlushValve (IS :9758Mark)forWCofapproved quality make : CP Brass Concealed 25mm nominal bore. 104 P & F PVC Storage Tank ISI Marked (IS : 12701) indicating theBIS license No),of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design:500 litres capacity. 105 Providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete New Plastered Surface (three or more coats) 106 Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). 107 Construction of Parking Facility Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 108 Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-III Material 109 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 110 Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. Category B : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 111 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 15 Nominal mix (1:2.5:5) 112 TOURISE Entry GateEarth work of excavation in foundation trenches or drains inclusive of dressing of side and ramming of bottom, lift up to 1.5 m including stacking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed with lead of 50 m in soft/loose soil. CCF J 7.2.9.2 113 Foundation laying cement concrete, well mixed in cement mortar, in foundation including ramming, curing etc. Complete in all respect, using stone grit 40 mm nominal size in ratios 1:4:8With Power Driven Mechanical Mixture CCF Banas IV / 1 114 Random Rubble stone masonry with hard stone in cement sand mortar including curing and mixing of mortar in Foundation in ratio 1:6 CCF Banas V / 1.A 115 Superstructure Random Rubble stone masonry with hard stone in cement sand mortar including curing and mixing of mortar in superstructure in ratio 1:6 Pillars CCF Banas V / 1.B 116 Supplying and fixing ashlar sills, jambs, skirting, steps etc.rough dressed: Upto 15 cm thick Soorsagar or eqvt. White Ashlar Wall PWD B-6/ 6.26.1 117 25 mm thick cement plaster on new surface of walls / structure in two coats including smooth finishing in cement mortar 1:4 including curing etx. Completeon top of pillars on top of piller CCF Banas IX / 1 118 Breaking of rubble stone suitable for masonry work, size not less than 23 cm and weight 37.5 kg excluding stackingCCF BANAS CH II 1 119 Breaking of rubble stone suitable for masonry work, size not less than 23 cm and weight 37.5 kg excluding stackingstone aggregate graded hand broken 40 mm nominal size CCF BANAS CH II 1 120 Carriage earth, all construction material by manual or mechanical transport including loading unloading and stacking up to 20 km CCF BANAS CH VII I B iv 121 collection and transportation of medium coarse sand.Rates are excluding stacking Lead 70 km CCF BANAS CH VII B ix 122 carriage of water for masonry work and concrete work including filling and emptying with lead up to 4 km CCF Banas VII / 2A 123 cost of cement bags 124 oth exp 125 Construction of Sheltor Earth work in excavation 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils 126 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). 127 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). 128 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 129 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/ vertical or curved surfaces)excluding the cost of purlins, rafters and trusses and including cutting to size and shape whenever required. 0.80 mm thick with zinc coating not less than 275 gm/m2 130 Painting with synthetic enamel paint of approved brand and manufacture togive an even shade :Two or more coats on new work 131 Construction of Food Storage Room Earth work in excavation 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils 132 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.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 133 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 134 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 135 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). 136 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for :Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 137 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix 138 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix 139 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (Original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code) 140 Half brick masonry in Superstructure , above plinth level upto floor Vlevelusing bricks of designation 75 Cement mortar 1 : 6 (1 cement : 6 coarse sand) 141 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. 142 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: Newwork(twoormorecoats)overandincludingscrappingandprimingcoatwithcement primer. 143 Supplying and Filling in plinth with blown sand under floors including watering ramming consolidating and dressing complete including cost of sand. 144 Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 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 slabs, including rubbing and polishing complete For area of each slab upto 2001Sqcm 145 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) 146 Providing and fixing M.S. sheet 1mm thicksingle 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 147 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 148 Booking Window and Administrative BlockEarth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed: All kinds of soil 1.6 149 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.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 3.1.6 150 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). 6.1.6 151 Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification 75mm thick 3.7.2 152 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :Cement mortar 1 : 6 (1 cement : 6 coarse sand) 5.2.2 153 Half brick masonry in Superstructure , above plinth level upto floor V level using bricks of designation 75 Kitchan 5.8.3 154 Centering & shuttering with plywood or steel sheets includingstrutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. 4.10.2 155 Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix 4.2 156 STEEL REINFORCEMENT: 4.13 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (Original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code) 4.13.3 (100 kg per cum of c.c.) 157 Plaster on new surface on walls in cement sand mortar 1:4including racking of joints etc. complete fine finish :20mm thick 12.2.2 158 Parapet Inner 159 6 mm thick cement plaster to ceiling of mix 1:3 (1cement :3-fine sand) 12.5 160 PAINTING Applying priming coat : With ready mix pink or gray primer of approved brand and manufacture on wood work hard and soft wood. 12.45.1 161 PAINTING Applying priming coat : With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works 12.45.3 162 Painting with synthetic enamel paint of approved brand andmanufacture to give an even shade : Two or more coats on new work 12.46.1 163 Supplying and fixing stone lintels/bed plates of approved quarry roughdressed in cement mortar 1:4 : Upto 15 cm. thick. Windwo/D 6.18.1 164 Providing dab stone over Chajjas duly fixed in cement sand mortar 1:6 complete : 50mm thick. 6.16.2 165 Providing and fixing horizontal chajja of Red/ White sand stone 40 mm thick and upto 80 cm projection in cement mortar 1:4 (1 cement : 4 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. 6.15 166 Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 1.25 167 Random rubble dry stone Kharanja under floor. 11.26 168 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. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size). (Flooring) 3.1.3 169 Kota stone slab flooring 25 mm thick over 20 mm (average)thick base laid over and jointed with grey cement slurry mixedwith pigment to match the shade of the slab including rubbingand polishing complete with base of cement mortar 1 : 4 (1cement : 4 coarse sand) For area of each slab from 901 to 2000 Sq.Cm : Sqm 864.0011.18.1 170 Providing and fixing 1st quality MAT & GLOSSY finished ceramic tile confirming to IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors,steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4).Size 250mm x 375mm Sqm 661.007.22.1 171 P & F 1st qualityHeavy Duty Vitrified Polished Digital tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1: 4 including grounting the joints with white cement and matching pigment etc complete.Size 298mm x 298mm Sqm 641.007.23.1 172 Grading roof for water proofing treatment with water proffingcompoundCement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 10.17.1 173 Providing & fixing precast cement concrete coping 1 : 2 : 4 mix50mm thick complete as per specification : 3.8 174 Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure A : 30 mm thick Decorative teak veneer One side 8.13.2.2 175 Providing and fixing steel glazed window frame made out of 80x40 mm hollow sheet section of 16 gauge thickness, joint mitred welded and grinded including hold fast of steel lugs 13mm x 3mm and 15 Cm long embedded in C C block 15 x 10 x 10 Cm of 1:3:6 nominal concrete and including fixing of pivoted hinges of superior quality, window shutters made out of 50 x 25.0 mm hollow steel section 15 mm paitam of 18 gauge thickness, joint mitred and grinded including 10mm x 10mm square bars welded to frame for paitam fixing float glass 4mm thick panes with glazing clips and metal sash putty and fixing of shutters frames peg stay, U shape handle 100 mm long, tower bolts 100 mm long of steel powder coated superior quality including fixing and jointing with frame hinges priming coat with steel primer complete in all respect as per direction of Engineer-in –charge Window openable. 9.28.1 176 Providing and fixing in CM 1 : 4 double paitam (rebated) stone door window and ventilator frames of approved quarry : Size 100 x 75mm. 15.25.1 177 Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.Jhunjhunu / Jalore (Red/Choclate/Black/Pink Colour)Up to 1500 Cm2 Tiles Sqm. 1812.00 7.5.1 178 Supplying and fixing in walls machine cut and polished stone shelves, tands and in CM 1:3 with machine cut edges :Sand or other approved stone 25mm thick. 6.17.1 179 Granite/Kota Stone Work Full Edge moulding 7.8.2.1 180 Sanitory Work 181 Electricity Fitting 182 Under Ground 15000 Litre Capicity Water Tank 183 OTHER EXP 184 Grassland Development For Herbiyores Pre baseSurvey of the area, layout (dagbel)including cleanliness of demarcated line. 185 Clearing of forest, including cutting of heavy bushes and plants up to 30 cm height. 186 150cm height fencing iron post 35X35X5mm at 3m distance and 30cm in ground cement concrete 1:3:6(.30X.30X.60m) corner And every 10th post to be supported by 35X35X5mm iron post, along with black barbed wire in 4 lines, GI staple wire between 2 posts including tying and fitting. Analysis for upto 27m length fencing, including soil excavation work (concrete 0.54 cm) 187 Layout for excavation of pits 188 Soil work:- Digging of pits (size 0.45 x0.45 m x 0.45 m or (0.50+0.40)/2 X 0.45cubic meter Sandy loam soil 189 Soil work:- Digging of pits (size 0.45 x0.45 m x 0.45 m or (0.50+0.40)/2 X 0.45cubic meter Clayey Loam Soil 190 Soil work:- Digging of pits (size 0.45 x0.45 m x 0.45 m or (0.50+0.40)/2 X 0.45cubic meter Hard clayey Soil upto 20% boulders 191 Soil work:- Digging of pits (size 0.45 x0.45 m x 0.45 m or (0.50+0.40)/2 X 0.45cubic meter Hard clayey Soil more than 20% boulders 192 Digging of trenches (size 45cm x 45 cm)and separating stones from dugup soil and making mounds of the soil Sandy loam soil 193 Digging of trenches (size 45cm x 45 cm)and separating stones from dugup soil and making mounds of the soilClayey Loam Soil 194 Digging of trenches (size 45cm x 45 cm)and separating stones from dugup soil and making mounds of the soilHard clayey Soil upto 20% boulders 195 Digging of trenches (size 45cm x 45 cm)and separating stones from dugup soil and making mounds of the soilHard clayey Soil more than 20%boulders 196 raising of 120 plants for plants for planting including 20% extra 197 raising of grass slips and other indigenous plants in 10*15 cm bag including 20% extra 960 slips per hec 198 watch and ward for 4 months 199 Construction of Gate Pillar 200 Cattle Guard Hut 201 Purchase of fertilizer DAP & Urea 202 Purchase of seed 203 Sowing the seeds by making notch 20x20 cm in hard soil 15cm deep 204 Sowing the seeds Making small balls/ pellets of grass seed, compost, sand and clayey soil in ratio of 1:1:2:2 and dibling.Note- Seeds of grass will be sown upto fourkg in one hectare. 205 OTHER EXP
