|
| 1 | Public Health Services |
| 2 | Providing and installation of tube well, Pumping Machinary & Risingmain etc. |
| 3 | Drilling of 500mm dia bore with Reverse Rotatry Rig in all kinds of soil including the cost of consumable stores, fuel oil and transportation of rig to the site. complete in all respect. |
| 4 | Drilling of 500mm dia bore with Reverse Rotatry Rig Upto 150 m depth BGL. |
| 5 | Note 1. Erection and dismantling of boaring plant including all arrangment for the transportation of the boaring equipment to site of work from the store of contractor at site and back are to be made by contractor at his own cost. All rates should be quoted for supplying the material at site of work. Pits for collection of water and water for drilling tubewell be arranged by the firm/ contractor at site at his own cost and levelled after the completion of work. |
| 6 | Note 2. In payment of bore shall be made upto the bail plug plus margin (7% of main bore drilling or as actual as per field requirement whihever is less) requred for sustaining the main bore. |
| 7 | Making electric Logging of borehole with electronic well logger including cost of equipment at site etc.complete in all respect |
| 8 | Supplying, lowering of MS Pipe as per IS: 4270- 2001 including MS sockets having dimensions as per IS code duly welded with MS electrode to have extra strength to lower the pipe into tubewell bore.Make :- Jindal / Tata or Equilant Make |
| 9 | 200mm i/d 6.4 mm thickness ( Weight 33.6 Kg per mtr.) |
| 10 | Supplying, lowering of Stainless Steel Cage type wire wound screen as per IS: 8110-2000 or latest with SS socket to connect Strainer to Strainer Duly welded with suitable grade S.S welding electrode to lower the strainer into tubewell bore. |
| 11 | 200 mm Steel Strainer (slot size 0.75mm) 6.30 mm thick. |
| 12 | 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 inall respect. |
| 13 | 200mm internal diameter |
| 14 | Supplying, Fixing & lowering of Stainless Steel Socket as per IS:8110-2000 or latest ISI marked Duly welded with suitable grade S.S welding electrode.to lower the strainer into tubewell bore complete in all respect. |
| 15 | 200mm steel socket |
| 16 | Supplying & fixing of bail plug of M.S. pipe complete with inverted U-hook attached to the bottom plug complete in all respect. |
| 17 | 200mm i/d 6.40 mm thickness (weight 33.6 kg per mtr.) |
| 18 | Supplying and fixing mild steel centering guides made out of 32mm x 6mm thick M.S. bar complete in all respects. |
| 19 | Supplying and fixing M.S well cap having thread to fix on housing pipe complete in all respect |
| 20 | 200mm internal diameter |
| 21 | Supplying & fixing of M.S. Clamp of size 200mm x 12mm made out of MS Flat 1.52 m long, suitable to fit Housing pipe including the cost Nut & Bolts of Suitable size complete in all respect. |
| 22 | Supplying at site Wooden box of suitable size with Lid & locking arrangment for preserving strata sample collected from the bore. |
| 23 | Supplying at site of gravel of 1/16\\" to 1/8\\" sizes including pouring and packing in the annular space between the pipes assembly and the bore.The gravel should be free from, dust, dirt, or the vegetable manner as per IS 4097/1967 with latest amendments (to be paid as per actual length of pipe) |
| 24 | Development and Stabilizing of the tubewell with air compressor of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge. |
| 25 | Capacity of Air compressor 300 cfm at 250 PSI |
| 26 | Development of stabillizing of the tubewell with submersible pump of required capacity as directed by the engineer-in-charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge. |
| 27 | Supplying of tibba sand/local sand over packing of gravel & clay seal upto G.L below pipe assembly and bore including carriage complete in all respect. As per IS 2800:2019. |
| 28 | Sterlization of well as per IS 2800:2019 |
| 29 | Collection of water sample from different strata and testing of sample from approved laboratory (Phisical & chemical Analysis) |
| 30 | Testing of water sample for Heavy metal from approved laboratory (Aluminium, Selimium cadimum chromium ,Toxic material such as Arsenic, Uranium lead, mercury, nickle, pesticide etc.) |
| 31 | Supplying clay to provide impervious layer below pipe assembly and bore above gravel packing including carriage as per IS 2800:2019. |
| 32 | Providing & installing,testing & commisioning of 1 no electrically driven Submersible Pump set of capable of delivering 140 LPM against a head of 45 mtr complete in all respect as per specifications |
| 33 | Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) B- Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete.50mm i/d |
| 34 | Providing & fixing 2.5mm 2 core cable water proof to Submersible Pump complete in all respect asper specifications |
| 35 | Providing and Installing Electric Control panel board consisting of electrical appliances such as automatic star Delta Push Button or oil immersed starter, Main switch, VM, Ampere Meter, ELCB, shut capacitor. Single phase, preventer, indicating laps, Kit-Kat etc. complete ina all respets. |
| 36 | Providing & fixing Delivery main consisting D/F pipes & specials (ISI marked) inside Pump chamber inluding pressure gauge and Depth gauge etc. complete in all respects. 80mm i/d. |
| 37 | Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring. (For Rising Main) |
| 38 | D.I. Pipe as per IS 8329 DI-K7 80mm i/d pipe lines laid complete |
| 39 | Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street / Lane from wall to wall is less than 3 meter including 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, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects. |
| 40 | Earth work upto 1.5 m. Depth All classes of soil except rocky |
| 41 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice 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 |
| 42 | 80mm i/d Sluice Valves flanged |
| 43 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. |
| 44 | Size 0.6 m. x 0.6 m. |
| 45 | Providing, fixing and jointing Cast Iron surface box for Sluice valve, Air valve, Fire hydrant etc. including all carriages complete. |
| 46 | Weight @33Kg per Box |
| 47 | Construction of Gravel Pit outside the Pump Chamber. (0.90m Dia.) as per standard design & drawings of public health department. |
| 48 | CONSTRUCTION OF V-NOTCH HAUDI.(size 1.80 mx 0.90 m) excluding cost V-notch as per standard design & drawings of public health department. |
| 49 | Site Laying water works |
| 50 | Providing & Fixing G.I. barbed wire fencing in single rows horizontal to the existing angle iron posts complete as specification and as desired the Engineer-in-Charge. |
| 51 | Providing & fixing Angle Iron Pickets as per DWSS size 40mm x 40mm x 6mm 6 ft. long |
| 52 | Providing & fixing D-Hooks as per DWSS as per standard drawing |
| 53 | Construction of Brick masonry corner pillars including Cost of material such as Bricks, sand, Cement, Bajri, etc. complete respects as per W/S & Sanitation Deptt. Standard design & Drawings. |
| 54 | Construction of Masonary Gate Pillar including cost of MS Steel Gate size 1.22 mtr x 1.37 mtr as per standard drawing with including complete in all respects. |
| 55 | Construction of Cement concrete, footpath with Precast kerb & earth filling inside water works as per standard drawing complete in all respect |
| 56 | Providing & fixing M.S Sign Baord as per standard size of DWSS as per drawing |
| 57 | Provision for one way stand post with Khura complete in all respects. |
| 58 | Grassing of ground with doob grass including uprooting rank vegetation and weeds by digging the area to a depth of 15cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, mixing fertilizer rough dressing and then fine dressing for planting new grass including disposal of all rubish with all leads and lifts, planting grass roots and row 10cm apart in both directions watering, weeding and maintenance till turf is formed. |
| 59 | Planting ground covers (ordinary) including digging of beds to 15cm depth and mixing FYM, fertilizer and isecticides, planting of sapling at 25cm distance from plant to plant and row to row. |
| 60 | Planting seedlings including digging of beds to 15cm depth and mixing FYM, fertilizer and insecticides, planting of seedlings at 20cm distance from plant to plant and row to row. |
| 61 | Planting Rose beds including digging of beds to 15cm depth and mixing FYM, fertilizer and insecticides, triangular planting of sapling at 60cm distance from plant to plant and row to row. |
| 62 | CHLORINATION & DISINFECTION |
| 63 | Providing, installing, testing and commissioning one no. electrically actuated diaphragm operated, metering system, chemical dosing chlorinator, suitable for delivering 0.5 to 6 ltr. of bleaching powder solution/ sodium hypo solution per hour under maximum delivery pressure up to 7kg cm2, and suction lift not less than 1.5m, as per DWSS standard specification |
| 64 | Construction of UGSR 150000 ltr Capacity with Pump Chamber for portable water & fire fighting arrangment |
| 65 | 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 slopes to 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. |
| 66 | Depth upto 1.50 m B.G.L. |
| 67 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type (By Mechanical Mixer) |
| 68 | 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 includingcarriage |
| 69 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical orbattering) |
| 70 | Reinforced cement concrete M-40 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 |
| 71 | Extra rate for First Floor |
| 72 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: i) Ist course of applying cement slurry @ 4.4 Kg/ sqm mixed with water proofing compound conforming to IS : 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg per sqm of area. iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm). |
| 73 | Extra rate for smooth surface of RCC |
| 74 | 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 |
| 75 | Extra rate for First Floor |
| 76 | Centring and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pillasters, butterssesetc when curved. |
| 77 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 78 | Extra rate for First Floor |
| 79 | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels |
| 80 | First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. |
| 81 | Extra rate for First Floor |
| 82 | 12.5mm thick cement plaster 1:5. |
| 83 | 12.5mm thick cement plaster 1:4. |
| 84 | 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 |
| 85 | Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per meter |
| 86 | 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 20mm having thickness of 1.25mm (18 gauge), shash bar MS Tee 25mm x 3mm where 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 primer complete 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) |
| 87 | 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 |
| 88 | 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. |
| 89 | 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. |
| 90 | 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 |
| 91 | Factory manufactured solid 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 (IS 2202-1) 1999, Commercial with elm or gurjan facing on both \ Sides with laminated core and lipped edges:- 35mm thick |
| 92 | Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt) For shutter area above 0.50 sqm |
| 93 | Providing and fixing aluminium 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 : 300mm x 16mm |
| 94 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 95 | 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. |
| 96 | Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc. |
| 97 | 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. |
| 98 | 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 |
| 99 | 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). 560mm i/d RCC man hole cover with frame as per ISI |
| 100 | medium duty |
| 101 | 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. |
| 102 | Screed of 50mm thick cement concrete 1:8:16 with stone aggregate 40mm gaugeto be laid below the topping using mechanical mixer for mixing ofmaterial |
| 103 | Extra rate for First Floor |
| 104 | Conglomerate floor 50mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material). |
| 105 | 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. |
| 106 | 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 ofR.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing |
| 107 | Extra rate for First Floor |
| 108 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. |
| 109 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kgf/ cm²) conforming to IS : 4985, including fixing with MS Clamp U-PVC pipes (working pressure 4kgf. / sqcm) pipe 110 mm dia. |
| 110 | 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.UPVC 110 mm bend |
| 111 | Providing and fixing 110 mm dia SWR 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. |
| 112 | Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16. |
| 113 | Bottom Khurra on ground 1.2m. x 0.6m. consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5m.m. thick cement plaster 1:3. |
| 114 | Providing and fixing in position gratings 150mm x 150mm for gully trap. PVC grating |
| 115 | Supply, Installing, Testing & Commissioning electric monoblock Pump set capacity of Delivering up to 600 LPM at head 30 mtrs suction size 80 mm, delelvery size 80 mm complete with 10mm sq. 3 core water proof cables fitted party on surface with clamp and partly in the floor length up to padestal holding clamp complete as per specification and as desired by Engineer in charge. |
| 116 | Providing & installation of smart starter panel board of 5 BHP including cost of auto on/off controller complete in all respect. |
| 117 | Estate Water Supply |
| 118 | Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including 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. |
| 119 | Earth work upto 1.5 m. Depth All classes of soil except rocky |
| 120 | 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. |
| 121 | 80mm i/d pipe lines laid complete |
| 122 | 100mm i/d pipe lines laid complete |
| 123 | Supplying and laying 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. |
| 124 | D.I. specials upto 300mm i/d |
| 125 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice 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 |
| 126 | 80mm i/d Sluice Valves flanged |
| 127 | 100mm i/d Sluice Valves flanged |
| 128 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. |
| 129 | Size 0.6 m. x 0.6 m. |
| 130 | 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. |
| 131 | Providing, fixing and jointing Cast Iron surface box for Sluice valve, Air valve, Fire hydrant etc. including all carriages complete. |
| 132 | Weight @33Kg per Box |
| 133 | Estate Sewerage |
| 134 | Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked 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. |
| 135 | 110 mm o/d pipes |
| 136 | 160 mm o/d pipes |
| 137 | 200 mm o/d pipes |
| 138 | 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. |
| 139 | For depth exceeding 3.0 m but not exceeding 4.5 m B.G.L. For all classes of soil except rocky |
| 140 | Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. |
| 141 | Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @ 80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard |
| 142 | Inside size 90x150 cm |
| 143 | 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. |
| 144 | For depth not exceeding 3.0 m B.G.L. For all classes of soil except rocky |
| 145 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 146 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth |
| 147 | Cement Concrete 1:2:4 with stone ballast or shingle.using concrete mixing volumetric type |
| 148 | Floating coat of 1:5mm thick neat cement laid in one operation to the topping |
| 149 | 12.5 mm thick cement plaster 1:3 |
| 150 | Cement rendering on plaster 1mm thick |
| 151 | Reinforced cement concrete M-20 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. |
| 152 | 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 |
| 153 | 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 |
| 154 | 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). RCC Man hole cover with Frame 560mm i/d RCC man hole cover with frame as per ISI |
| 155 | Heavy duty |
| 156 | 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. |
| 157 | For depth not exceeding 3.0 B.G.L. For all classes of soil except rocky |
| 158 | For depth exceeding 3.0 but not exceeding 4.50 B.G.L. For all classes of soil except rocky |
| 159 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 160 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth |
| 161 | Cement Concrete 1:2:4 with stone ballast or shingle.using concrete mixing volumetric type |
| 162 | Floating coat of 1:5mm thick neat cement laid in one operation to the topping |
| 163 | 12.5 mm thick cement plaster 1:3 |
| 164 | Cement rendering on plaster 1mm thick |
| 165 | Reinforced cement concrete M-20 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. |
| 166 | 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 |
| 167 | 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 |
| 168 | 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).RCC Man hole cover with Frame560mm i/d RCC man hole cover with frame as per ISI |
| 169 | Heavy duty |
| 170 | Roof Top Rain water Harvesting |
| 171 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. |
| 172 | 110mm o/d PVC pipe of 4 Kgf. / sqcm |
| 173 | 160mm o/d PVC pipe of 4 Kgf. / sqcm |
| 174 | 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. |
| 175 | For depths not exceeding 3.0 metre B.G.L. For all classes of soil except rocky |
| 176 | Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. |
| 177 | Construction of 40 No. Haudi internal size 0.90mtr x 0.90mtr & 0.90mtr depth: |
| 178 | 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 slopes to 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..Depth upto 2.00 m B.G.L. (CSR 29.2 A (a)) |
| 179 | Cement Concrete 1:8:16 with 40mm gauge stone aggregate. |
| 180 | Cement Concrete 1:2:4 with stone ballast or shingle. |
| 181 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
| 182 | Reinforced cement concrete M-20 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. |
| 183 | Cold twisted deformed (Ribbed/ Tor Steel Bar) 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 positioncomplete |
| 184 | 12.5 mm thick cement plaster 1:2 |
| 185 | Cement rendering on plaster 1mm thick |
| 186 | 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). |
| 187 | 455 x 610 mm rectangular clear opening RCC man hole cover with Light Duty |
| 188 | Construction of 104 No. Haudi internal size 0.45mtr x 0.45mtr & 0.45mtr depth: |
| 189 | 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 slopes to 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..Depth upto 2.0 m B.G.L. |
| 190 | Cement Concrete 1:8:16 with 40mm gauge stone aggregate. |
| 191 | Cement Concrete 1:2:4 with stone ballast or shingle. |
| 192 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
| 193 | 12.5 mm thick cement plaster 1:2 |
| 194 | Cement rendering on plaster 1mm thick |
| 195 | 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). |
| 196 | 455 x 610 mm rectangular clear opening RCC man hole cover with Light Duty |
| 197 | Construction of 3 No. Recharge well of size 4 mtr. dia with 3.50 mtr working depth: |
| 198 | Boring with casing pipe for tube well in all soils excepth ordinary hard rocks requiring blasting including removing the casing pipe after the tubewell is lowered & tested equipment as required such as hand boring machine and its accessory, transportation to site and vice versa etc, complete in all respectBoring with 300mm id Housing Pipe |
| 199 | Supplying, assembling, lowering and fixing in vertical position in bore well, un- plasticized 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-in- charge.200 mm nominal size dia. |
| 200 | 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.200 mm nominal size dia. |
| 201 | Supplying & fixing of PVC Clamp of size 150mm X 12mm suitable to fit Housing pipe including the cost Nut & Bolts of Suitable size complete in all respect. |
| 202 | Supplying, lowering & fixing of PVC Special socket to connect S.S Strainer to M.S Pipe duly welded with suitable grade welding electrode complete in all respect.200mm internal diameter |
| 203 | Supplying & Fixing of PVC well cap having thread to fix on housing pipe complete in all respect.200mm internal diameter |
| 204 | Supplying at site Wooden Box of suitable size with Lid & locking arrangment for preserving strata sample collected from the bore. |
| 205 | Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect.200mm internal diameter |
| 206 | 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. |
| 207 | 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 a lead of 30 metres. |
| 208 | Cement Concrete 1:2:4 with stone ballast or shingle.using concrete mixing volumetric type |
| 209 | First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. |
| 210 | Extra labour for First class burnt brick masonry in well steining of circular well. |
| 211 | 12.5mm thick cement plaster 1:2 |
| 212 | Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:- |
| 213 | Bottom Layer Broken stone, screened, cleaned and washed and graded from 50mm to 75mm (from Pathankot or approved equivalent quarry). |
| 214 | Bajri Coarse Screened cleaned and washed and graded form 20mm to 25mm (from Pathankot or approved equivalent querry) |
| 215 | Fourth Layer Bajri (Coarse) screened, cleaned and washed and graded from 20mm to 25mm (from Pathankot or approved equivalent quarry). |
| 216 | Second Layer Coarse sand screened, cleaned and washed and graded from 3mm to 6mm (from Pathankot or approved equivalent quarry). |
| 217 | Reinforced cement concrete M-20 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. |
| 218 | Centring and shuttering for flat surface such as Suspended floors, Roofs, Landing, Chhajjas, Shelves etc. |
| 219 | 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 |
| 220 | Providing and fixing RCC manhole covers 560mm i/d RCC man hole cover only as per ISI Extra Heavy duty Please Enable Macros to View BoQ information |
