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| 1 | Sub Work No. 1 (UGSR 100000 Ltr. including Pump House) |
| 2 | Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. with 3D Excavator/ JCB including manually dressing of bed, trimming of sides and side slopesto full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects. |
| 3 | Depth upto 1.50 m B.G.L. |
| 4 | Cement Concrete 1:4:8 with brick ballast of size. 40 mm guage.Mixing by mechanical means using concrete mixing volumetric type |
| 5 | Reinforced cement concrete M-30 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth including carriage |
| 6 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 7 | Reinforced cement concrete M-40mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth |
| 8 | Extra Rate for 1st Story |
| 9 | Extra rate for Smooth Surface of RCC |
| 10 | Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 11 | Extra Rate for 1st Story |
| 12 | Centring and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pillasters, buttersses etc when curved. |
| 13 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 14 | Extra Rate for 1st Story |
| 15 | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels |
| 16 | Extra Rate for 1st Story |
| 17 | Centering and shuttering for columns (Square or rectangular or poly gonal in plain) |
| 18 | Extra Rate for 1st Story |
| 19 | First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. |
| 20 | Extra Rate for 1st Story |
| 21 | 12.5mm thick cement plaster 1:5. |
| 22 | 12.5mm thick cement plaster 1:4. |
| 23 | Supplying Pressed steel sheet frames (chowkhat) consisting of 18gauge (1.25 mm thick steel sheet of the specified section, including iron lugs (hold fast) iron hinges conforming to PWD specification including bolts for fixing stops lock notch provision for receiving tower bolts and finished with 1 primer coat approved quality, fixed in position excluding the cost of cement concrete 1:3:6 for fillings in the frame and cement concrete 1:2:4 for lugs complete |
| 24 | Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per meter. |
| 25 | Providing & fixing of Box type steel windows, made of various ERW section outer 60mm x 25mm, central mullion 60mm x 25mm, for shutter 50mm x 20mmhaving thickness of1.25mm (18 gauge), shash bar MS Tee 25mm x 3mmwhere required joints mitred and electrically flash-welded, with iron fittings incluidng necessary iron handles,hinged cleat, tower bolts, iron hold fast and pintle hinges complete (excluding glazing and wire guage) and finished with ready mixed paint red lead non setting primercomplete as per specification, Drawings and to the entire satisfaction of engineer-in-charge. (Note:- Glazing, wire guage and grill will be paid as per respective items) |
| 26 | Extra for providing & fixing Steel Tube beading size 12mm x 12mm, 18 guage of approved shape and section with screw for fixing of glass panes in stead of glazing clips and metal slash putty in steel doors, windows & Ventilators complete in all respect |
| 27 | Wire gauge fixed on steel windows of standard rolled steel section, with 3mm thick flat iron cover moulding of 12.5mm width, fixed with machine screws, complete in all respects. |
| 28 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. |
| 29 | Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make. Glass panes 4mm or 10.75 kg / sqm exceeding 0.4 sqm of area |
| 30 | Factory manufactured flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position(Code : II Revision IS-2202 Part-I) 1999 |
| 31 | 35mm thick |
| 32 | Cost of aluminum fittings complete for doors, windows such as tower bolts, handles,Stoppers and screw etc. for these fittings (Excluding sliding bolt) |
| 33 | Providing and fixing aluminum sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : |
| 34 | 300mm x 16mm |
| 35 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 36 | Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete. |
| 37 | Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc. |
| 38 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 39 | Finishing walls with Premium Acrylic smooth exterior paint with silicon additives of required shade with two or more coats applied @ 1.43litre/10 Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 40 | Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD). R.C.C. Manhole cover 560mm i/d RCC man hole cover with frame as per ISI |
| 41 | Medium duty |
| 42 | Foot Rest for Manhole.Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer\"s permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. |
| 43 | Screed of 50mm thick cement concrete 1:8:16 with stone aggregate to be laid below the topping using mechanical mixer for mixing of material |
| 44 | extra rate for First Floor |
| 45 | Conglomerate floor 50mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material |
| 46 | 20mm thick grey polished skirting or dado consisting of bottom layer of 16mm thick cement sand plaster 1.3 and finished 3mm thick topping of neat cement rubbed and polished including rounding of junction with floors. |
| 47 | Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing |
| 48 | extra rate for First Floor |
| 49 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. |
| 50 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes single socketed (working pressure 4 kgf / cm²) conforming to IS : 4985, including fixing with MS clamps. |
| 51 | U-PVC pipes (working pressure 4 kgf. / sqcm) pipe 110 mm dia. |
| 52 | Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. |
| 53 | UPVC 110 mm bend |
| 54 | Providing and fixing 110 mm dia. U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. |
| 55 | Top Khurra 0.6mx0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50.00 thick cement concrete 1:8:16 |
| 56 | Bottom khurra on ground 1.2m 0.6m consisting of bricks on edge laid in cement mortar 1:3 over 7.5cm cement concret 1:8:16 including 12.5mm thick cement plaster 1:3 |
| 57 | Providing and fixing in position gratings 150mm x 150mm for gully trap. |
| 58 | PVC grating (P.T.M.T.) |
| 59 | Providing, installing, testing and commissioning of 1 no. eElectrically driven boosting pump set of 2 BHP (KSB/Crompton equilent make capable ofdeleviring 160 LPM against a head of 20 Mtr. complete in all respect as per specification. |
| 60 | Providing and fixing of submerssible of 4mm² core cable, complete in all respect |
| 61 | Providing & Installation of smart starter panel board of 2 BHP complete in all respect. |
| 62 | Sub Work No. 2 (Estate Water Supply) |
| 63 | Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cuttingin streets or open areaincluding trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. |
| 64 | Earth work upto 1.5 m. Depth All classes of soil except rocky |
| 65 | For 100mm pipe line |
| 66 | Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged pipes with screwed flanged as per IS:8329-2000, Class-K9 and laying the same in trenches to correct alignment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage. |
| 67 | 80mm i/d pipe lines laid complete |
| 68 | INTERNAL - EXPOSED ON WALL : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes as per IS 15778 (ISI marked with the prior approval of Engineer-in-Charge), having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing including jointing of pipes & fittings with one step PVC solvent cement and testing of pipes complete as per direction of Engineer-in- Charge. |
| 69 | SDR 11 CPVC pipes & fittings 40mm o/d |
| 70 | SDR 11 CPVC pipes & fittings 50mm o/d |
| 71 | CPVC Pipe Schd 40 & Schd 80 fittings 80mm i/d |
| 72 | Supplying andlaying D.I. specials/fittings as per IS:9523-2000 (ISI marked with the prior approval of Engineer-in-Charge), class K-12 suitable for tyton joint with external bitumen coating and inside cement mortar lining,scaffolding, tools and plants, ropes, guys, etc. Complete in all respects. |
| 73 | D.I. specials upto 300mm i/d |
| 74 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working partsSluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet,all carriage complete (with the approval of Engineer in-charge).Class PN-1 as per ISI |
| 75 | 80mm i/d Sluice Valves flanged |
| 76 | Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all carriages complete. |
| 77 | 40mm i/d Brass Ball valves |
| 78 | 50mm i/d Brass Ball valves |
| 79 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standarddesign & drawings of public health department. |
| 80 | Size 0.6 m. x 0.6 m. |
| 81 | Providing & fixing C.I indicating plates of size 100mm x 100mm for SV/FH including synthetic enammel paint & letters in white enamel paint , fixing in the ground with angle iron of size 25x25x5mm, 230mm height from ground including concrete block complete in all respect as directed by Enginner-in-Charge. |
| 82 | Providing, fixing and jointing Cast Iron surface box for Sluice valve, Air valve, Fire hydrant etc. including all carriages complete. |
| 83 | Weight @3Kg per Box |
| 84 | Sub Work No. 3 (Estate Sewerage ) |
| 85 | Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects. |
| 86 | 110 mm o/d pipes |
| 87 | 160 mm o/d pipes |
| 88 | 200mm o/d pipe |
| 89 | Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards,fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works,upto one chain (15m) complete in all respects. |
| 90 | Depth not exceeding 3 m. BGLAll kinds of soil except rocky |
| 91 | Cement Concrete 1:6:12 with 40mm gauge stone aggregate. Mixing by mechanical means using concrete mixing volumetric type |
| 92 | Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards,fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works,upto one chain (15m) complete in all respects. (For Man Hole) |
| 93 | Depth not exceeding 3 m. BGLAll kinds of soil except rocky |
| 94 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 95 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth |
| 96 | Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type |
| 97 | Floating coat of 1:5mm thick neat cement laid in one operation to the topping |
| 98 | 12.5 mm thick cement plaster 1:3 |
| 99 | Cement rendering on plaster 1mm thick |
| 100 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 101 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete |
| 102 | Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer\"s permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. |
| 103 | Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD). |
| 104 | RCC Man hole cover with Frame |
| 105 | 560mm i/d RCC man hole cover with frame as per ISI |
| 106 | Heavy duty |
| 107 | Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards,fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works,upto one chain (15m) complete in all respects. |
| 108 | Depth not exceeding 3 m. BGLAll kinds of soil except rocky |
| 109 | For depth exceeding 3.00 m but not exceeding 4.5 B.G.LAll kinds of soil except rocky |
| 110 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 111 | First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level. |
| 112 | Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type |
| 113 | Floating coat of 1:5mm thick neat cement laid in one operation to the topping |
| 114 | 12.5 mm thick cement plaster 1:3 |
| 115 | Cement rendering on plaster 1mm thick |
| 116 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 117 | Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 118 | Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer\"s permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. |
| 119 | Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD). R.C.C. Manhole cover 560mm i/d RCC man hole cover with frame as per ISI |
| 120 | Heavy duty |
| 121 | Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) BClass, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete.560mm i/d RCC man hole cover with frame as per ISI |
| 122 | 50mm i/d |
| 123 | Providing, fixing and jointing ISI Marked Gun- Metal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete.50mm i/d Gunmetal peet valve heavy pattern |
| 124 | Sub Work No. 4 (Rain Water Harvesting System) |
| 125 | Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. |
| 126 | R.C.C. Pipe P -1 |
| 127 | 200mm i/d pipe |
| 128 | Excavation in trenches with straight or open cutting in a street, lanes or in a open area with 3D/JCB or excavator including manually dressing bed, trimming sides & slide slope for sewer & manhole to full depth as shown in drawing, including, dressing to correct sections and dewatering, provision for diversion for traffic,protection of existing services i.e. telephone cables ,electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching etc. fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level removal of surplus spoils from the site of works upto chain (15 m), complete in all respects. |
| 129 | For depths not exceeding 3.0 metre B.G.L.For all classes of soil except rocky |
| 130 | Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. |
| 131 | Construction ofHaudi internal size 0.90 Mtr. x 0.90 Mtr. & 0.90 Mtr. Depth in brick masonary 1:5, bed 40mm thick cement concrete 1:2:4, 150mm thick base lean concrete 1:8:16, RCC Slab M20 including Cold twisted defprmed bars FE500 Grade, 75mm thick inside plaster, Cemenr rendering & RCC man hole cover 450 x 600 mm clear inside opening rectangular RCC manhole cover with frame Light Duty complete as per Drawing attached and as desired by the Engineer in Charge |
| 132 | Construction ofHaudi internal size 0.45 Mtr. x 0.45 Mtr. & 0.45 Mtr. Depth in brick masonary 1:5, bed 40mm thick cement concrete 1:2:4, 150mm thick base lean concrete 1:8:16, RCC Slab M20 including Cold twisted defprmed bars FE500 Grade, 75mm thick inside plaster, Cemenr rendering & RCC man hole cover 450 x 600 mm clear inside opening rectangular RCC manhole cover with frame Light Duty complete as per Drawing attached and as desired by the Engineer in Charge |
| 133 | Rain Water Harvesting Recharge Well 3 Mtr. Internal Dia 8 Mtr. Depth (2 No.) Detail as below |
| 134 | Boring with casing pipe for tubewell in allsoils except ordinary hard rocks requiring blasting including removing the casing pipe after the tube well is lowered & tested, equipment as requried such as hand boring machine and itsNeccessory, transportation to site and vice versa etc. complete in all respect. |
| 135 | Boring with 300mm id Housing PipeUpto 150 m depth BGL. |
| 136 | Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818-2010, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer – incharge. |
| 137 | 200 mm nominal size dia. |
| 138 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. |
| 139 | 200 mm nominal size dia. |
| 140 | Supplying & Fixing of bail plug of M.S pipe complete with inverted U-hook attched to the bottom plug complete in all respect. |
| 141 | 200mm internal diameter (weight 41.6 kg per metre) 8.0 mm thickness |
| 142 | Supplying & fixing of M.S Clamp of size 150mm X 12mm made out of MS Flat 1.52m long, suitable to fit Housing pipe including the cost Nut & Bolts of Suitable size complete in all respect. |
| 143 | Supplying, lowering & fixing of M.S Special socket to connect S.S Strainer to M.S Pipe duly welded with suitable grade welding electrode complete in all respect. |
| 144 | 200mm internal diameter |
| 145 | Supplying at site Wooden Box of suitable size with Lid & locking arrangment for preserving strata sample collected from the bore. |
| 146 | Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect. |
| 147 | 200mm internal diameter |
| 148 | Foot Rest for Manhole.Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimum cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer\"s permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. |
| 149 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 150 | Cement concrete 1:2:4 |
| 151 | With stone ballast or shingle |
| 152 | mixing by mechanical means using concrete mixer volumetric type |
| 153 | First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. (including carriage) |
| 154 | Extra for specially moulded brick work in circular work such as well shafts circular sumps, pump chambers etc. in which specially moulded or cut bricks have to be used but for which no centring or supports are required upto 4.5 metre internal diametre. |
| 155 | 12.5 mm thick cement plaster 1:2 (Inlcuding carriage) |
| 156 | Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:- (Including carriage) |
| 157 | Bottom Layer :----- Broken stone, screened, cleaned and washed and graded from 50mm to 75mm (from Pathankot or approved equivalent quarry). |
| 158 | Fourth Layer :----- Bajri (Coarse) screened, cleaned and washed and graded from 20mm to 25mm (from Pathankot or approved equivalent quarry). |
| 159 | Third Layer :----- Bajri screened, cleaned and washed and graded from 6mm to 20mm (fromPathankot or approved equivalent quarry). |
| 160 | Second Layer :----- Coarse sand screened, cleaned and washed and graded from 3mm to 6mm (from Pathankot or approved equivalent quarry). |
| 161 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in Foundation and plinth. (Including carriage) |
| 162 | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 163 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete |
| 164 | Providing and fixing RCC manhole covers only |
| 165 | 560mm i/d RCC man hole cover only as per ISI Heavy duty |
| 166 | Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position |
| 167 | Sub Work No. 5 (Storm Water Disposal) |
| 168 | Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. |
| 169 | R.C.C. Pipe P -1 |
| 170 | 250mm i/d pipe |
| 171 | Excavation in trenches with straight or open cutting in a street, lanes or in a open area with 3D/JCB or excavator including manually dressing bed, trimming sides & slide slope for sewer & manhole to full depth as shown in drawing, including, dressing to correct sections and dewatering, provision for diversion for traffic,protection of existing services i.e. telephone cables ,electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching etc. fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level removal of surplus spoils from the site of works upto chain (15 m), complete in all respects. |
| 172 | For depths not exceeding 3.0 metre B.G.L.For all classes of soil except rocky |
| 173 | Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. |
| 174 | Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick C.C 1:6:12 in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to template including cost of precasted RCC road gully grating and frame including paint with coal tar (as specified in item No. 29.74) complete and to the requirement of the Engineer In Charge |
| 175 | Size 610mm x 457mm x 1105mm |
| 176 | Providing & Installing Testing & Commissioning electric mono block Pump Set Capacity of delivering up to 500 LPM at head 15 Mtr. suction size. Delivery size 50mm complete with 10mm Sq. 3 core water proof cable fitted party on surface with clamps and partly in the floor length up to pedestal holding clamp (Suggested BHP = 3) make Kirloskar or equivalent complete as per specification and as desired by engineer in charge |
| 177 | Sub Work No. 5(Solar water Heating System) |
| 178 | Supply & Installation of solar water heating system consiting of system capacity 602 LPD and tank capacity must be 500 LPD (Intergated System) ETC collector, Tubes dia OD 58 mm x 2100mm long = 34 Nos. inner tank should be Galvanized Iron having 1.5 mm thickness of shell and 1.5 mm thicknes of dish.Horizontal shape tank with insulation thickness must be 50 mm, Density of insulatiion is 38 to 42 kg/cubic meter. Insulation material is CFC free puf. Waterproof cladding materialis with UV stablized pure polyster pre coated GI cover. Thickness of clading material is 0.3mm. Outer sealing with EPDM gromet and glass collector area - 6.5 sqm, collected on GI folded angle with powder coating for long lasting. Tube resting cap is UV stablized ABS Plastic. Vacuum tube is of borosilicate glass and absorber coating AIN/SS-AIN/Cu three layer coating, stagnation temperature >200 degree C, weight of tube 2.3 kg, glass thickness is 1.6 mm. SP1A certificate is required from manufacturer at the applying as solar grading rated from ICRA as per MNRE specifications/standards. It\"s all complete as per manufacturers specifications & drawings as desired by the Engineer-in-charge(Note :- Piping n other accessories from collector tank to storage tank and other plumbing work and Pedestal for stand not covered in this scope) |
| 179 | Supply & Installation of solar water heating system consiting of 500 LPD (With Twin Tank of 250 each*2=500 LPD) ETC collector, Tubes dia 58mm x 1800mm long = 50 Nos. inner tank made of galvanized iron 1.5 mm thickness with 50 mm insulation, cladding with Polyster precoated GI on 0.3mm thickness, outside inner sealing with silicon sealing, outer sealing with EPDM gromet, glass collector area -8.2.sqm, collected on GI rolled angle with duplex coating for long and anti corrosion, complete as per manufacturers specifications & drawings as desired by the Engineer-in-charge (Note :- Piping and other accessories from collector tank to storage tank and other plumbing work and Pedestal for stand not covered in this scope) |
| 180 | Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS - 15450 U.V. stabilised with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows , tees, reducers, couplers & connectors etc. with clamps at 1.00 m spacing. This includes the costs of cutting chases and including testing of joints complete as per direction of the engineer in charge. Concealed work including cutting chases and making goo/d the wall etc. |
| 181 | 1620 (20 mm o/d) pipe |
| 182 | 2025 (25 mm o/d) pipe |
| 183 | Providing ,laying, jointing, fixing and testing ISI MarkedG.I. Pipe (as per IS 1239) B-Class Premium make such as (Jindal Hisar) including cost of specials (such as tees, bends, sockets, elbows etc.) ,painting with anti corrosive bitumastic paint, testing, cutting, threading Inside building complete. |
| 184 | 15mm i/d |
| 185 | 25mm i/d |
| 186 | Providing insulation to PAPcomposite Pipe and GI pipe complete in all respects. |
| 187 | 15mm i/d |
| 188 | 25mm i/d |
| 189 | Cutting chase in brick walls in cement or in floor for embedding G.I. or C.I pipes lines and making good the same to its original condition. Size 75mm x 75mm |
| 190 | Cutting holes upto 23cm square for pipes in floor and roofs of cement concrete, reinforced concrete or reinforced brick work andmaking good the same & finishing according to existing finish where required. |
| 191 | Through floor or roof 22.50cm thick |
| 192 | Providing, fixing and jointing G.I Union Couplings(of approved make with the approval EIC) as per IS 1879in G.I. Pipe lines complete in all respect. |
| 193 | 15mm i/d G.I. Union |
| 194 | 25mm i/d G.I. Union |
| 195 | Providing, fixing and jointing ISI MarkedGun-Metal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete. |
| 196 | 25mm i/d Gun Metal peet valve heavy pattern. |
| 197 | Painting G.I. Pipes and Specials with synthetic enamel Paint in all shades as per I.S.I. specification on existing or new work, two coats paints including cleaning rubbing surface, etc. |
| 198 | 15mm & 20mm i/d G.I. Pipe |
| 199 | 25mm i/d & 32 mm G.I. Pipe |
