Water Supply And Sanitation Department-WSSD has published Bid Document For Augmentation Of Water Supply Scheme Tungwali Block Nathana Distt. Bathinda. (Under Prwssip 1A {Ii})Construction Of Rcc Inlet Pipe Channel 300 Mm I/D Including Haudie In Cutting, S&S Tank Av. Size 25.00 X 48.00 X 3.66Mtr., Repair Of S&S Ta. Submission Date for this Tender is 03-06-2021. Pump Supply Tenders in Works Punjab. Bidders can get complete Tender details and download the document.
| Name of Work: Bid Document for Augmentation of Water Supply Scheme Tungwali Block Nathana Distt. Bathinda. (Under PRWSSIP 1a {ii}) Construction of RCC Inlet Pipe Channel 300 mm i/d including haudie in Cutting, S&S Tank Av. Size 25.00 x 48.00 x 3.66mtr., Repair of S&S Tank, RCC S&S Well 2.00 mtr. dia, Repair of Pump Chamber, Repair of Single Family Staff Quarter, Const. of 2 No. High Level Tank,, 1 No. Pressure Sand Filteration Plant 30 Cum Capacity, Repair of Existing 3 No. Filter Beds, Const. of 2 No. RCC Clear Water Tank (1 No. replacing existing CWT), Repair of existing CWT, Installation of Chlorination plant, Const. of RCC OHSR 250 Cum with 30.50 mtr. height upto FSL, Pumping Machinary, Providing, stringing, UPVC 6 Kg cm2 pipe 63 mm, 90mm, 110mm, 160mm 200mm, 250mm, Providing New Water Connections, CI Sluice valves & Sluice valve chambers, Construction of brick masonry Boundary wall 0.90 mtr. height & Operation and maintenance for 3 months of water supply system and all other works contingent there to. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Item Wise Description : | |||
| 2 | 1.01 | Carriage of Surkhi, sand, bajri, ballast, stone, boulders, kankar, building rubbish\nCarriage of material excluding initial lead of 5 Km\nJalalabad Sand (Av. Lead 100 Km)\n6 km to 100 km\n | item1 | 253.5 | cum |
| 3 | 1.02 | Gagger Sand (Av Lead 320 Km.)\n6 km to 300 km\n | item2 | 101.73 | cum |
| 4 | 1.03 | Gagger Sand (Av Lead 320 Km.)\n 301 km to 320 km\n | item3 | 101.73 | cum |
| 5 | 1.04 | Bajri (Av Lead 280 Km.)\n6 km to 300 km\n | item4 | 321.27 | cum |
| 6 | 1.05 | Bajri (Av Lead 280 Km.)\n301 km to 320 km\n | item5 | 321.27 | cum |
| 7 | 1.06 | Filter Media (Av Lead 280 Km.)\n6 km to 300 km\n | item6 | 247.39 | cum |
| 8 | 1.07 | Filter Media (Av Lead 280 Km.)\n301 km to 320 km\n | item7 | 247.39 | cum |
| 9 | 1.08 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections,including all lifts and combined lead upto 30m.\n | item8 | 223.49 | cum |
| 10 | 1.09 | Earth filling :-\nEarth filling under floors with surplus ordinary soil or soil containing gravel or kankar up to 40% excavated from foundation and taken only from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 mtr. \n | item9 | 98.27 | cum |
| 11 | 1.1 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.\n | item10 | 2984.98 | cum |
| 12 | 1.11 | Dismantling of brick work tile masonary or tile lining..\n In Cement\n | item11 | 74.58 | cum |
| 13 | 1.12 | Dismantling of brick work tile masonary or tile lining..\n Dismantling dry brick work\n | item12 | 1572.1 | cum |
| 14 | 1.13 | Dismantling Concrete or precast concrete\nCement Concrete Plain 1:2:4 mix\n | item13 | 2.85 | cum |
| 15 | 1.14 | Cement Concrete Plain 1:4:8\n | item14 | 3.93 | cum |
| 16 | 1.15 | Lime Concrete, Cement concrete 1:6:12 or leaner\n | item15 | 4.52 | cum |
| 17 | 1.16 | Reinforcement Cement Concrete.\n | item16 | 10.65 | cum |
| 18 | 1.17 | Removing Doors and windows with chowkhats by making recesses in walls when the wall is not to be dismanteled.\n a) doors of area 3 sqm and below.\n | item17 | 6 | No. |
| 19 | 1.18 | b) windows of area 3 sqm and below.\n | item18 | 10 | No. |
| 20 | 1.19 | Scraping\nc) Cement Plaster\n | item19 | 519.53 | sqm |
| 21 | 1.2 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)\n | item20 | 47.32 | sqm |
| 22 | 1.21 | Centring and shuttering for faces of wall partion, retaining wall (vartical or batering) including attched pillars etc.\n | item21 | 803.21 | sqm |
| 23 | 1.22 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.\n | item22 | 308.27 | sqm |
| 24 | 1.23 | Cement Concrete 1:8:16 with40 mm gauge stone aggregate.\n | item23 | 105.79 | cum |
| 25 | 1.24 | Cement Concrete 1:4:8 \nwith brick balast 40mm gauge\nmixing by mechanical means using concrete mixer volumetric type\n | item24 | 14.87 | cum |
| 26 | 1.25 | Cement Concrete 1:2:4 with stone ballast. Or shingle.\n | item25 | 8.33 | cum |
| 27 | 1.26 | 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 superstructure.\n | item26 | 44.31 | cum |
| 28 | 1.27 | Reinforcement cement concrete M-25 Mechanical batch mixed using batch type concreate mixer as per IS : 1791 and vibrator by needly vibrator but excluding steel reinforcement centering and shuttering in super structure.\n | item27 | 3.8 | cum |
| 29 | 1.28 | Reinforcement cement concrete M -30 Mechanical batch mixed using batch type concreate mixer as per IS : 1791 and vibrator by needly vibrator but excluding steel reinforcement centering and shuttering in super structure.\n | item28 | 179.74 | cum |
| 30 | 1.29 | Damp proof course 2.5cm thick of cement concrete 1:2:4 with 2 coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot and sanded.\n | item29 | 1.12 | sqm |
| 31 | 1.3 | First Class brick work in cement sand mortar 1:5 in foundation and plinth.\n | item30 | 369.84 | cum |
| 32 | 1.31 | First Class brick work in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.\n | item31 | 46.93 | cum |
| 33 | 1.32 | 115 mm thick brick wall laid in cement mortar 1:4 without reinforcement in foundation and plinth.\n | item32 | 90 | sqm |
| 34 | 1.33 | Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another laver of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg/sqm top of RCC slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc.\n | item33 | 29.77 | sqm |
| 35 | 1.34 | Providing and fixing cast iron 100mm dia, rain water pipe with screw and wooden plugs fixed on wall-face, including filling joints with spun yarn and cement mortar 1:2 excluding head and shoe etc.\n | item34 | 6.1 | Mtr |
| 36 | 1.35 | Providing and fixing cast iron head for rain water pipe on wooden plugs fixed on wall-face including filling the joints with spun yarn and cement mortar 1:2.\n | item35 | 2 | No. |
| 37 | 1.36 | Providing and fixing cast iron shoe for rain water pipe on wooden plugs fixed on wall face including filling the joints with spun yarn and cement mortar 1:2.\n | item36 | 2 | No. |
| 38 | 1.37 | 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.\n | item37 | 2 | No. |
| 39 | 1.38 | 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 12.5mm thick cement plaster 1:3.\n | item38 | 2 | No. |
| 40 | 1.39 | Dry brick on edge paving sand grouted over 50mm thick earth and mud plaster.\n(Labour Rate) | item39 | 12173 | Sqm |
| 41 | 1.4 | 40 mm thick grey terrazzo topping rubbed and polished to a granolithic finish under layer 34mm thick cement concrete 1:2:4 and top layer 6mm thick with 3 mm gauge white marble makrana chipping from indigenous marble laid in 1:1½ (50 kg of ordinary grey cement and 0.05 cum of white marble chippings.)\n | item40 | 29.77 | Sqm |
| 42 | 1.41 | 20mm thick grey terrazzo skirting or dado, rubbed and polised granolithic finish under layer 8mm thick cement sand plaster 1:3 and top layer 12 mm thick with 7mm to 10 mm gauge, white marble makrana chippings laid in 1:1½ (50 Kg of ordinary grey cement and 0.05 cum of white marble chippings) including rounding of junctions.\n | item41 | 3.29 | sqm |
| 43 | 1.42 | Providing and laying 100 mm thick factory made cement concrete interlocking Paving blocks of M-50 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge.\n | item42 | 225 | sqm |
| 44 | 1.43 | 12.5mm thick C.P. 1:12 | item43 | 1031.01 | sqm |
| 45 | 1.44 | 12.5mm thick C.P. 1:3 | item44 | 27.49 | sqm |
| 46 | 1.45 | 12.5mm thick C.P. 1:4. | item45 | 830.79 | sqm |
| 47 | 1.46 | 12.5mm thick C.P. 1:5. | item46 | 29.21 | sqm |
| 48 | 1.47 | Plastering on underside of ceiling 10 mm thick cement plaster 1:3. | item47 | 29.77 | sqm |
| 49 | 1.48 | Cement rendering on plaster 1mm thick | item48 | 434.82 | sqm |
| 50 | 1.49 | Cement Pointing 1:2 deep Veriety.\n | item49 | 1294.92 | sqm |
| 51 | 1.5 | Cement Pointing 1:2 flush on flat brick flooring.\n | item50 | 1313.31 | sqm |
| 52 | 1.51 | White washing three coats. | item51 | 279.89 | Sqm |
| 53 | 1.52 | Finishing walls with cement based water soluble exterior paint such as snowcem,\nrobbiacem etc. two or more coats to give an even shade\n | item52 | 1178.21 | Sqm |
| 54 | 1.53 | 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. | item53 | 8.09 | Sqm |
| 55 | 1.54 | Applying priming coat with metal primer on new steel or iron work including preparation of surface.\n | item54 | 18.75 | Sqm |
| 56 | 1.55 | Hollock wood doors shutter windows shutter including hinges, screws, chocks, cheats, stops cords etc. complete fixed in position.\nA) Panelled, glazed or glazed and panelled\nii) 35 mm thick \n | item55 | 8.09 | sqm |
| 57 | 1.56 | Golden champ, wood doors shutter windows shutter including hinges, screws, chocks, cheats, stops cords etc. complete fixed in position.\nA) Panelled, glazed or glazed and panelled.\ni) 40 mm thick \n | item56 | 11.9 | sqm |
| 58 | 1.57 | Chowkats of commercial hard wood such as golden champ confirming to ISI specification no 1003 m kiln seasoned of doors and windows inculding iron hold fasts corner straps cleats, stops bolts for hold fasts etc. complete fixed in position.\nB) Single Rebate (60 mm x 100 mm)\n | item57 | 44.11 | Mtr. |
| 59 | 1.58 | Steel work fixed independently without connecting plates including hoisting & fixing in position.\nC) Tees, angle & channels.\n | item58 | 9.6 | Qtl. |
| 60 | 1.59 | 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.\n | item59 | 4.07 | Qtl. |
| 61 | 1.6 | Bolts and nuts of all sizes and length required.\n | item60 | 2 | Kg |
| 62 | 1.61 | Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete.\n | item61 | 150.25 | Qtl. |
| 63 | 1.62 | Supply & fixing of pressed steel frames (chowkats) consisting of 18 gauge thick steel sheet of the specified section (standard design latest) including iron lugs iron hinges, confirming to PWD specifications including bolts for fixing stops, lock etc. complete.\na) Doors and windows frame of size 118 mm x 60 mm wide single rebate weighing 3.43 kg per meter.\n | item62 | 27.44 | Mtr. |
| 64 | 1.63 | Brick lining 7.5cm thick in 1:3 cement sand mortar over 12.5 mm thick baseplaster 1:6 over dressed sub-grade including laying, trenching and jointing of low density polyethylene.\nOn Side Slope\n | item63 | 1321.35 | sqm |
| 65 | 1.64 | 115 mm thick brick on edge lining in herring bone bond/zig-zag or other specified pattern laid in 1:3 cement sand mortar over LDPE over 12.5 mm thick base plaster 1:6 over dressed sub grade including laying, trenching and jointing of low density polyethylene.\nIn Bed\n | item64 | 794.24 | sqm |
| 66 | 1.65 | Excavation by mechanical means (JCB) or Hydraulic excavator ) in trenches for pipe line 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 and watering including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, corrsing over trenches for access to the houses watching, fencing etc and removed of surplus soil out side/inside the town involving lead upto 15 meter complete in all respects. \na) Earth work upto 1.5 mtr depth for \n In all classes of soil except rocky. \n | item65 | 911.61 | cum |
| 67 | 1.66 | Exceeding 1.5 Mtr. depth but not exceeding 2.25 Mtr. Depth\nIn the all classes of soil expect rocky\n | item66 | 81.6 | cum |
| 68 | 1.67 | Exceeding 2.25 Mtr. depth but not exceeding 3.00Mtr. Depth\nIn the all classes of soil expect rocky\n | item67 | 81.6 | cum |
| 69 | 1.68 | Providing, Laying,Fixing & Jointing of P . V. C Pipes 6 Kg f/sqm ISI Marked as per ISI- 4985 along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.\n 90 mm o/d\n | item68 | 5 | Mtr |
| 70 | 1.69 | 110 mm o/d\n | item69 | 150 | Mtr |
| 71 | 1.7 | 160 mm o/d\n | item70 | 150 | Mtr |
| 72 | 1.71 | 250 mm o/d | item71 | 20 | Mtr |
| 73 | 1.72 | Providing, Stringing out, cutting, jointing and testing of CI Double flanged Pipes with casted flanged as IS : 7181 Class B (ISI marked with prior approval of Engineer-in-charge) and laying the same in trenches to correct alignment and gradients, jointed with nut bolts, rubber insertion fitted complete including all cartage.\n200mm i/d pipe lines laid complete.\n | item72 | 10 | Mtr. |
| 74 | 1.73 | Providing, Stringing out, Cutting, jointing and testing of ISI marked DI Double flanged Pipes with screwed, flanged as per IS 8329-2000, Class K-9 and laying the same in trenches to correct alignment and gradients, jointed with nut bolts & rubber insertion joints fitted complete including all cartage.\n200 mm i/d\n | item73 | 43 | Mtr. |
| 75 | 1.74 | 250 mm i/d\n | item74 | 85 | Mtr. |
| 76 | 1.75 | Supplying and laying CI Specials as per IS : 1538 complete as desired by Engineer-in-charge conforming to ISI specification.\nCI Specials Up to 300 mm i/d \ni.e. Puddle collar etc.\n | item75 | 502 | Kg |
| 77 | 1.76 | Supplying and laying DI Specialsfitting as per IS : 9523/2000 (ISI marked with prior of approval of engineer incharge)class K-12 suitable for tyton joint with external bitumen coating and cement morter lining scafolding tools and plants roaps guy etc complete in all respect.\nDI specials upto 300 mm i/d\n | item76 | 571 | Kg |
| 78 | 1.77 | Providing & fixing CI/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts slucie valves ISI marked, 14846-2000, including jointing, testing & cost of Nut, bolt & insertion sheet all carriage complete (with the approval of Engineer-in-charge).\nA) Class PN-1 as per ISI\na) 80mm i/d Sluice Valves Flanged\n | item77 | 7 | No. |
| 79 | 1.78 | b) 100mm i/d Sluice Valves Flanged\n | item78 | 8 | No. |
| 80 | 1.79 | c) 150mm i/d Sluice Valves Flanged\n | item79 | 8 | No. |
| 81 | 1.8 | d) 200mm i/d Sluice Valves Flanged\n | item80 | 18 | No. |
| 82 | 1.81 | Providing & fixing ISI Marked Non return valve flanged end class PN-1.0 as per IS:5312/2004 in pipe lines including jointing & cost of Nut bolt, rubber insertion etc. Complete. \nNote : If Non return valves class PN-1.6 is used instead of class PN-1.0, than 5% will be paid extra.\nClass PN-1.0 as per ISI with Gun Metel flap\n200mm i/d Non-return valve | item81 | 5 | No. |
| 83 | 1.82 | Providing fixing & jointing cast iron Surface box for Sluice valve, air valve, fire hydrand etc. including all carriage complete.\n | item82 | 11 | Each |
| 84 | 1.83 | Providing and laying, jointing, fixing, testing ISI marked G.I. Pipe (as per IS 1239) B-Class, perimum make such as (Jindal, Hisar) including cost of specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete.\n40 mm i/d\n | item83 | 40 | Mtr. |
| 85 | 1.84 | 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.\n40 mm i/d Gun metal peet valve heavy pattern\n | item84 | 2 | No. |
| 86 | 1.85 | Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below :-\nTop layer :- Fine sand screened, cleaned ans washed and graded (effective size 0.2 to 0.4 mm with uniformity co-efficient 2.00 to 3.00) from Pathankot or other approved source.\n | item85 | 137.66 | cum |
| 87 | 1.86 | 2nd layer :- Coursed sand screened, cleaned and washed and graded from 3mm to 6mm (from Pathankot or approved equivalent quarry).\n | item86 | 29.93 | cum |
| 88 | 1.87 | 3rd layer :- Bajri screened, cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalent quarry).\n | item87 | 19.95 | cum |
| 89 | 1.88 | 4th layer :- Bajri (Coursed) screened, cleaned and washed and graded from 20mm to 25mm (from Pathankot or approved equivalent quarry).\n | item88 | 19.95 | cum |
| 90 | 1.89 | Bottom layer :- Broken stone, screened, cleaned and washed and graded from 50mm to 75mm (from Pathankot or approved equivalent quarry).\n | item89 | 39.9 | cum |
| 91 | 1.9 | Construction of masonary Sluice Valve Chamber excluding sluice valve cover as per standard design & drawing of public health department.\n0.90x 0.90 mtr.\n | item90 | 15 | No. |
| 92 | 1.91 | Hand boring Horizontly for crossing of pipe under road or any other obstacle by using Auger/ Bocki methed including excavation, stringing and jointing of pipe upto 160mm complete.\n | item91 | 75 | Mtr. |
| 93 | 1.92 | Providing and fixing S.S Pressure Gauge complete as required complete in all respects.\nDial dia mater 150mm calibration 0-16 kg\n | item92 | 1 | Each |
| 94 | 1.93 | 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 cutting in foundation, tranches etc. With 3D Excavator/JCB including manually, dressing of bed, trimming of sides and side slopes to full dimension as shown on the drawing including dressing of bottom and sides of treanches, stacking of excavated, soil clear from the excavation and subsequent filling around plinth/structure including watering, dressing and disposal of surplus soil as directed up to 15 mtr. complete in all respects. \nDepth upto 1.50 mtr. BGL\n All classes of soil except rocky\n | item93 | 61.5 | cum |
| 95 | 1.94 | First class brick on edge paving or flooring laid over and in cement sand mortar 1:5 in ordinary bonded courses or in herring bone or other special courses, to templates, over dressed foundation and to correct longitudinal and cross slopes as shall be required by the Engineer-in-charge. All joints shall be filled with mortar and struck flushed as the work proceeds.\n | item94 | 25.77 | sqm |
| 96 | 1.95 | Proving & fixing 560mm ,500 mm,450 mm internal diameter circular or 450 mm x 600 mm clear inside opening rectangula RCC manhole cover & frame ISI marked as per IS 12592-2002 including carriage from the store of Engineer -in -charge to site of work loading unloading including stacking and setting the same to correct lines over manholes including cement conc copping (M20) around the frame etc dia of steel for lifting hook is 16 mm (for EHD and HD) \nRCC Manhole cover with frame\n560 mm i/d RCC Mahole cover with frame as per ISI\nMedium duty\n | item95 | 7 | No. |
| 97 | 1.96 | 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 283mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adaquated anchoring projections on tall length on 138 mm as per standard drawing and sultable to with stand the bend test and chemical resistance test as per specification.\n | item96 | 111 | No. |
| 98 | 1.97 | Providing, Lowering, jointing and cutting of Plain and 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. including all dressing and trimming and 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 to ensure this, they shall be grouted in where necessary including jointing the socketed pipe with cement sand mortar 1:1 after stretching and fixing of rubber ring, facing, troweling and finishing the joints at an angle of 45 degree, keeping the joint covered and wetted till the same are cured, 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.\nall depths and laying out in the same.\nii) RCC Pipe NP-2\ne) 300 mm i/d\n | item97 | 934.6 | Mtr. |
| 99 | 1.98 | RECESSED PVC CONDUIT PIPE WIRING SYSTEM WITH FLUSH PIANO TYPE SWITCHES:\nWiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5sq. mm, 1100volts grade to be laid in heavy gauge PVC conduit pipe 20mm/ 25mm dia (ISI Marked) recessed in wall etc., complete with powder coated/anodized concealed metal boxes (1.6mm thick with Brass lugs) required for having (Flush/ Piano type accessories) Step type electronic fan regulators 100watts (socket size), bell push, 5Pin 6Amp. sockets (4Module Box),\n16/20Amp. universal sockets (6Module Box), 6/16/20Amp. Switches etc. and covered with brown bakelite white glazed translucent backside painted sheet 3mm thick etc., PVC connector (For Fan Box and Call Bell), Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), Circular junction Boxes (Four way PVC 1½" deep for walls and CI 3"\ndeep for ceiling), bonding to earth with PVC insulated copper conductor single core FR cable (ISI marked) 1sq. mm, 1100volts grade (For 6Amp. wall socket & plug control point) and other petty material etc., including the cost of above material, cutting and filling up of chases (with finishing the surface):-\ni) (b) Wiring fan point (with fan box)\n | item98 | 1 | No. |
| 100 | 1.99 | Wiring light point\n | item99 | 5 | No. |
| 101 | 2 | Wiring 6 amp. Wall socket point.\n | item100 | 2 | No. |
| 102 | 2.01 | Wiring 16/20 amp. power plug control point.\n | item101 | 1 | No. |
| 103 | 2.02 | G.I Earthing\nEarthing with G.I. wire/ rope in G.I. pipe\npartly recessed and partly on surface\ncomplete with 150cm long 50mm dia. G.I. earth pipe (Cutting threads and 36 Nos. holes, 1cm dia. to make a mesh aroundthe GI Pipe) with G.I. reducing socket including erection of the same, 4.50 metre (14.76 feet) below ground level with 20Kg. charcoal & salt mixture etc., up to 8 metre in length (including boring & refilling).\na) Earthing with 8 S.W.G. (4mm dia.) G.I. wire in 15mm dia G.I. pipe with G.I. reducing socket 50mm x 15mm (upto 8Metre in length)\n | item102 | 1 | No. |
| 104 | 2.03 | Supplying and fixing 250mm i/d Galvanized iron sheet floating arm 5.20 mtr long including sluice valve, survivel bend, floating drum, extended rod with hand wheel. | item103 | 1 | No. |
| 105 | 2.04 | Supplying and fixing 200mm i/d Galvanized iron sheet floating arm 5.20 mtr long including sluice valve, survivel bend, floating drum, extended rod with hand wheel. | item104 | 1 | No. |
| 106 | 2.05 | \n Earth filling with good quality earth obtained from outside including compensation of earth, loading, unloading, carriage from outside the premises to site of work, spreading, laying, watering compacting with road roller/rammer complete as per specifications. | item105 | 161.06 | No. |
| 107 | 2.06 | \n Replacing of Raw water Motor, Clear Water Motor including panal board, CI Pipes & specials etc. Complete in all respects. | item106 | 1 | Job |
| 108 | 2.07 | \n Providing & Fixing Orient Electric Apex-FX 1200mm Ceiling Fan (White) & Regulator etc. complete. | item107 | 1 | No. |
| 109 | 2.08 | Providing & Fixing Crompton Slim Ray 18-Watt LED Tube Light (Cool Day Light) complete. | item108 | 1 | No. |
| 110 | 2.09 | Providing & Fixing Syska SSK-SRL 15W B22 LED Bulb (Cool Day Light) complete. | item109 | 3 | No. |
| 111 | 2.1 | Repair of Sanitary work at Single Family Staff Quarter. | item110 | 1 | Job |
| 112 | 2.11 | \n Model of Pressure Sand Filter Suitable for 6000 population in SAF 1500. \nSupplying, Installation, commissioning of Pressure sand filteration Plant capacity 30 cum with on uncleaning filter, Pressure sand filter plant should be designed & manufactured with good engineer practice to provide quality water of drinking grade as per standard given in DNIT for raw water anaylsis & treated water quality results, requires raw water pump sets with valves reputed make, inter connecting pipe line and valve electronic works, Tranport Charges, Pressure gauge,control panal switches etc. const. of steel shad for covering the plant with steel frame & fiber as suitable size & other related works as per Technically specifications and commissioning material including 3 month Operational & Maintinance complete in all respects to the satisfaction of engineer- in - charge. | item111 | 1 | No. |
| 113 | 2.12 | Providing & Fixing C.I. T - TYPE / Rose ventilator complete in all respects. | item112 | 6 | No. |
| 114 | 2.13 | Providing & Fixing foot valve strainer complete in all respects. | item113 | 2 | No. |
| 115 | 2.14 | \n Providing , installing , testing & commissioning one No. Electronically actuated , Diaphragm Operated, Metering System, Chemical Dosing Chlorinator, suitable for delivering 0.5 to 6.0 Litres of Bleaching powder solution/ Sodium Hypo Solution per Hour under maximum delivery pressure up to 7 Kg /sqcm and suction lift not less than 1.5m , as per DWSS standard specifications. | item114 | 1 | No. |
| 116 | 2.15 | Construction of One No. RCC circular type, O.H.S.R of 250000 ltrs. Capacity with sill level not less than 25.50 Mtr.height upto FSL, 30.50 Mtr. from formation level complete with external RCC stair case with landing slabs at each staging RCC roof, ventilator single manhole cover, lightening conducter etc.complete as described in schedule No.3. Providing and fixing C.I D/F expansion joints or latest bell mouth and D/F puddle collars as per DWSS design on the basis of enclosed drawing. Duck foot bends, Conforming to ISI-13382 and D.I.K9 D/F sluice valve duly ISI marked (IS-14846-2000 or latest) one each with inlet, outlet and scour pipes, including providing and installing inlet,outlet, scour pipe and over flow D.I. double flanged pressure pipes horizontally as per IS 8329-2000 and latest duly ISI marked from bottom dome to duck foot bend and further up to 2.75 mtr. as per detail specification. TMT steel & painting of all complete shall be included in cost & P/F aluminium ladder inside the OHSR complete in all respect as per specifications.(The specifications & drawing are based on safe bearing capacity of soil is 8.75 tone per Sqm. In case the safe bearing capacity of soil is less than 8.75 tone per Sqm. The contractor shall submit his own design for foundation portion based on actual safe bearing capacity as per DWSS specifications. The difference in quantities from the standard drawing based on 8.75 tone per Sqm safe bearing capacity will be paid as per CSR+ Prevailing Ceiling Premium including overflow haudi complete in all respects including cost of Automatic electronic type water level and plinth protection of OHSR complete. | item115 | 1 | No. |
| 117 | 2.16 | Providing, fixing and testing centrifugal pumping set comprising Reputed make electric motor 3 ph 415 V, 50Hz, Directly coupled to pump reputed make motor + pump horizontal split casing with panel board consisting of Electric appliances. Such as automatic L&T starter, L&T Push Button, L&T volt meter and Amp. meter, ELCB Havells, Epcos shunt capacitors, Single phase preventer, L&T LED indicator, Kitkat Max. Complete in all respects.\nRaw Water Pumping Set \nDischarge 1560 LPM 13 mtr. Head | item116 | 1 | No. |
| 118 | 2.17 | Clear Water Pumping Set \nDischarge 1560 LPM 38 mtr. Head | item117 | 1 | No. |
| 119 | 2.18 | Providing, Laying,Fixing & Jointing of PVC Pipes 6 Kg f/sqm ISI Marked as per ISI- 4985 along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.including specials & excavation for pipe line in trenches and pits upto required depth and cover on pipe minimum 1 mtr. with earth etc. complete in all respects.\n63 mm o/d\n | item118 | 49729 | Mtr |
| 120 | 2.19 | 90 mm o/d | item119 | 5597 | Mtr |
| 121 | 2.2 | 110 mm o/d\n | item120 | 3213 | Mtr |
| 122 | 2.21 | 160 mm o/d\n | item121 | 1810 | Mtr |
| 123 | 2.22 | 200 mm o/d\n | item122 | 454 | Mtr |
| 124 | 2.23 | 250 mm o/d | item123 | 115.65 | Mtr. |
| 125 | 2.24 | Labour for making 3 No. holes & 1 No. cut in case of angle iron pickets. | item124 | 192 | No. |
| 126 | 2.25 | Providing & fixing barbed wire fencing 3 ply rating with angle iron pickets including labour for stretching of barbed wire. | item125 | 1440 | Mtr |
| 127 | 2.26 | Providing house hold connection including laying, jointing, fixing, testing MDPE/GI Pipes (as approved by Engineer-in-charge) including cost of excavation, CI bib cock as per IS : 210 with stainless steel spindle, 15mm i/d GI Pipe 2.50 mtr. & 20mm o/d MDPE pipe 2.00 mtr. (length on average basis) 3" i/d clamp, GM Ferrule ISI marked connection of 15 mm i/d ferrule medium, specials such as tees, bends, sockets, elbows, nipples, union couplings, GI hooks etc. & gun metal peet valve (heavy pattern) on GI Pipe lines laid in the ground or inside buildings, cutting, threading, making hole in wall and testing in trenches in the ground. All materials should be approved make (to the approval of Engineer-in-charge) \nComplete in all respects including cost of carriage.\n | item126 | 1472 | No. |
| 128 | 2.27 | Provision for internal wiring for machinery with PVC insulated copper wire in PVC pipe. | item127 | 1 | Job |
| 129 | 2.28 | Providing & fixing MS Hooks. | item128 | 96 | No. |
| 130 | 2.29 | Provision for compensation of earth, spreading, laying, watering compacting with road roller/hammer complete. | item129 | 225 | Sqm |
| 131 | 2.3 | Providing for Sign Board for Water supply scheme. | item130 | 1 | No. |
| 132 | 2.31 | Operation & Maintenance of Water Supply For 3 months Including energy charge. | item131 | 1 | Job |
| 133 | 2.32 | Credit for old dismentled material i.e. brick bats, steel scrap, floting arms, barbed wire, pickets, main gate etc. | item132 | 1 | Job |
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