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| 1 | (B-44/1.8) \"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 sum 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 |
| 2 | (B-54/3.1.6) Providing and laying in position cement cocrete 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 | (B-22/5.1.2) Brick work with F.P.S. bricks of class designation 75 infoundation and plinth with Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 4 | (B-65/ 5.2.2 )Brick work withF.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 | (B-59/4.1) 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 |
| 6 | (B-59/4.3) 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 |
| 7 | (B-61/4.9) 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. |
| 8 | (B-61/4.10.2) 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. |
| 9 | (B-62/4.13.1) 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. Cold twisted deformed bars (IS : 1786). |
| 10 | (B-66/5.8.3) Half brick masonry with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in Superstructure , above plinth level upto floor fivelevel.Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 11 | (B-72/6.17.3 ) Supplying and fixing in walls machine cut and polished stone shelves tands and sills in CM 1:3 with machine cut edges Kota stone 25 to 30mm thick |
| 12 | (B-102/9.28.1) Providing and fixing steel glazed window frame made out of 80x40 mm hollow sheet section of 16 gauge thickness, joint mitred weldedand grinded including hold fast of steel lugs 13mm x 3mm and 15 Cm long embedded in C Cblock 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 framefor paitam fixing float glass 4mm thickpanes with glazing clips and metal sash putty andfixing 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 |
| 13 | (B-102/9.26) Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. |
| 14 | (B-102/9.27)Providing and fixing Square bars or other flat welded to window, ventilators etc. |
| 15 | (B-139/12.3.3) Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 12mm thick. |
| 16 | (B-139/12.3.2)Plaster on new surface on walls in cement sand moprtar 1:6 including racking of joint etc. complete fine finished: 20 mm thick. |
| 17 | (B-139/12.2.3,12.17.3) Plaster on new surface on walls in cement sand moprtar 1:4 including racking of joint etc. complete fine finished: 12 mm thick.EXTRA for Flewing soffits(ceiling) |
| 18 | (B-108/10.20)Providing and fixing 20 mm thick precast terrazo tiles of approved make, with marble chips of size upto 6mm laid over roof with neat cement slurry mixed with pigment to match the shade of the tiles, including cutting ,grinding rubbing with machinecomplete on 20 mm thick bed of cement sand mortar 1:4 |
| 19 | (B-54/ 3.1.4,3.4)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). concrete work in superstructure above floor V level for each four floors or part thereof. |
| 20 | (B-56/3.8) Providing & Fixing precast cement concrete coping 1:2:4 mix :50mm thick complete as per specification. |
| 21 | (B-99/9.6.2) Providing and fixing pressed steel door frames confirming to IS 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applyinga coat of approved steel primer after pre-treatment of the surface including filling with CC 1:2:4(M15 grade) complete as directed by Engineer-in-charge : Profile C |
| 22 | (B 93/8.13.2 .1) Providing and fixing external grade board solid core single /double leaf flush door shutter IS: 2202-(part II)1966 marked using phenol formal, dehyderesin in glue both sides with approved stainless steel fitting complete as per Annexure-A 30mm thickCommercial veneer both side |
| 23 | (B-132/ 11.19.2) Kota stone slabs 20 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 from 2001 to 5000 Sq.Cm |
| 24 | (B-132/11.18.2) Kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) For area of each slab from 2001 to 5000 Sq.Cm |
| 25 | (B-143/12.34.1) White washing with lime to give an even shade including all scaffolding : New work(three or more coats) |
| 26 | (B-145/12.41.1) Finishing walls 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). |
| 27 | (B-146/12.46.1)Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : Two or more coats on New Work |
| 28 | (B-104/9.39) Providing and fixing of double leaf steel shutterfor cupboard, the frame is made of pressed steelISI section 80x25 mmx1.25 mm thickwith 1.00 mm MS sheet to spot welded including holdfasts of 15x3mm, MS oxidized fittings such as butt hinges, sliding doors bolts, handles, tower bolts and twin peg etc completeincluding applying priming coat of approved steel primer of red oxide zinc chromate andspray painting in approved shade with deco paint of approved quality complete as per direction of Engineer In Charge |
| 29 | (B-48/1.25) 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. |
| 30 | (B-135/11.38.3(B)) Providing and laying ofpaver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement) M-40,80mm thick to be used in medium- traffic ( Medium traffic is defined as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight, or an equivalent of 0.5 to 2.0 MSA for a design life of 20 years.) like city streets, small and medium market roads, low volume roads, utility cuts on arterial roads, etc Category‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP63:2004 |
| 31 | (B-208,17.21) Kerb Stones of600x300x150 size (M-30)Providing and Laying cement concrete Kerb Stones of different sizes in M-30 grade (Manufactured with fully mechanised dry cast process with forced action mixer whose arms revolve along the main axis and rotate about its own axis also, having humidity sensor for moisture control of w/c ratio in concrete mix. Manufactured with steel moulds (Milled and manufactured in CSI diamond or CSI Nitro process for accuracy) on steel base plate of min 16 mm thick;Having Vibration and pressing action both together withthe help of multiple synchronised vibrators.Power of hydraulic station should be minimum 50KW for compaction and cured in controlled chambers having humidity control and automated air circulation system) in position to the required line, level and curvature jointed with cement mortar 1:3 (1 Cement : 3 Coarse sand) including making of joints, drainage opening wherever required. |
| 32 | Earth work in filling at site with soil free from vegetation& organicmaterial including Excavationcost of material, loading, carriage, unloading ,compacted with manual /mechanical means & levelling top surface evenly as per direction of Engineer incharge with all lead & lift. (Approved rate by Civil Discom Jodhpur) |
| 33 | (B-99/9.8) 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 |
