tender for ConstructionPrithaviraj Nagar Van Nagar Makadwali Hokra (Construction of Entry gate, chain link fencing wall, Pucca Wall Fencing (6 feet height), Track lengh And Gabiyan) Sl. No. Item Description 1 G-20 - 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.Rajasthan Black 1501 Cm2 to 3600 Cm2 Tiles7.5.6 2 G-21 - Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 25 mm thick12.1.2 3 G-22 - Painting with synthetic enamel paint of approved brand and manufacture togive an even shade :Two or more coats on new workGate 1, Gate 2 12.46.1 4 G-23 - 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 oxideGate 60 kg per sqm size 5x3 mtr Size 3 x 1.50 mtr 9.8 5 G-24 - 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 billets to produce steel conforming to IS:1786) Cold twisted deformed bars (IS : 1786).4.13.1 6 G-25 - Centeringand amp; 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. 4.10.2 7 G-26 - Centeringand amp; shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : Columns, pillars, posts and struts etc. Rcc pillars 2 x 44.10.3 8 G-27 - 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. Raft 2x4 4.9 9 G-28 - 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 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 MixBeam 0.60 x 0.60 mtrProjection4.3 10 G-29 - 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 MixRcc pillars 4.2 11 G-30 - Providing and laying in position specified grade ofcement concretee 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 MixRaft4.1 12 G-31 - Providing and laying in position cement concretee 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).Pcc 3.1.6 13 G-32 - 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 wateringand amp; ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soilsrcc pillars 0.6 x 0.60 mtr 1.8 14 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil 1.1 15 Earth 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 chain link fencing wall 1.6 16 Stone Masonry Work 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). chain link fencing wall 3.1.6 17 Stone Masonry Work 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 18 Providing and fixing up to floor five level pre cast cement concrete string or lacing courses, copings, bed plates, anchor blocks, windows sills, shelves, louvers steps, staircases, etc. including carriage, hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surface, including all T & P, curing etc. complete: M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). 3.3.1 19 Supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size. 50mm x 50mm x 3.15mm 9.36.1 20 Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish lead up to 50 mtr. And lift up to 1.5 mtr all kinds of soil 1.28 pwd bsr ajmer 21 Earth work in excavation by me Mechanical means (Hydraulic Excavator) / manual means over areas (exceeding 30cm in depth 1.5 m in width as well as 10 sqm on plan ) including disposal of excavated earth, lead upto 50m and lift upto 1.5m , disposed earth to be levelled andneatly dressed all kinds of soilboundary wall Pillars 1.8 pwd bsr ajmer 22 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 40mm nominal size). boundary wall Pillars 3.1.6pwd bsr ajmer 23 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 ).boundary wall Pillars 6.1.6 pwd bsr ajmer 24 Random rubble stone masonry for with hard stone in superstructure above plinth level and upto five level above 30 cm thik walls in cement mortar1:6 (1 cement : 6 sand ). boundary wall Pillars 6.2.6 pwd bsr ajmer 25 Providing and fixing pre cast cement concretee coping 1:2:4 mix 50mm thick complete as per specification boundary wall Pillars 3.8 pwd bsr ajmer 26 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 25 mm thickPillars 20 x 4 Pillars 20 x 2 12.1.2 pwd bsr ajmer 27 Pointing on stone masonry in cement sand mortar 1:3 (1 cement :3 sand) Raised and cut pointing boundary wall 2 x 88 12.31.2 pwd bsr ajmer 28 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 steelrammers 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 andguide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr.: 1600x3mx0.20 =960 cum PWD BSR ajmer 2023 Ch. No. B-1 item No. 1.2 29 CARRIAGE OF MATERIALS Earth, Sand, Lime, Morrum manure or sludge Add for each 1 Km beyond 10 Km (upto 20 Km PWD BSR ajmer 2022 Ch. No. G-4.1 30 Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means 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 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed: 1.7.1 Ordinary rock L=8M,W=3M,H=1.20M pwd bsr 1.7 31 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). PWD BSR 3.1.6 L=8M,W=3M , H=0.75 M pwd bsr 3.1 32 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: L=8M,W=3M,H=1 6.1.6 Cement Mortar 1:6 ( 1-Cement : 6-Sand). PWD BSR 6.1 33 Dry Masonry. CL=3M, W=3,H=0.60 PWD BSR 6.1.2 34 Cement Mortar 1:6 ( 1-Cement : 6-Sand). L=3,W=3,H=0.75 PWD BSR 6.2.6 35 Providing and laying cement concrete including curing,compaction etc. complete in retaining walls, return walls,walls (any thickness) including attached pilasters, columns,piers, abutments, pillars, posts, struts, buttresses, string orlacing courses, parapets, coping, bed blocks, anchor blocks,plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).L=8M, W=3M,H=0.50M PWD BSR 3.2.1 PWD BSR 3.2 36 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. 2*L*W=2*8*1.20PWD BSR 12.32PWD BSR 12.3 37 Purchase of woven wire 38 Stretching and binding woven wire for gabion (6*3+3*2.40)
