Department Of Industries And Commerce has published Development Of Hi Tech Cycle Valley Dhanansu Construction Of Internal Concrete Road Rcc Trench For Electricity Water Supply Distribution System Storm Water Drainage Sewage Collection And Effluent Collection. Submission Date for this Tender is 05-02-2020. RCC Road Tenders in Hi Tech Cycle Valley Dhanansu Punjab. Bidders can get complete Tender details and download the document.
| Name of Work: Development of Hi-Tech Cycle Valley at Village Dhanansu, District Ludhiana- Construction of Internal Concrete Roads, RCC Trench for Electricity wiring/cabling, Water supply distribution system, Storm Water Drainage System, Sewage Collection System & Effluent Collection System. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | SUB-HEAD-I (CIVIL WORKS:- INTERNAL CONCRETE ROADS) | |||
| 2 | 1.01 | Clearing Grass and Removal of Rubbish\nClearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per technical clause 201 of MORT&H specifications. | 13.47 | Hectare | |
| 3 | 2 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 and Tippers with Disposal within all lift & lead\nExcavation for roadwork in soil (any type) using hydraulic excavator CK90 with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 60 m. | 13317.9 | Cum | |
| 4 | 3 | Construction of embankment with earth obtained from roadway, cutting or excavation including spreading, grading to required slope and compacting to meet meet requirement of table 300-2 as [per technical clause 305 of MORTH & Specification. | 39771.2 | Cum | |
| 5 | 4 | Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause305 of MORT&H specifications | 23012.4 | Cum | |
| 6 | 5 | Loosening, leveling and compacting original ground below embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORT&H specifications | 13640 | Cum | |
| 7 | 6 | Dismantling stone pitching or soling. | |||
| 8 | 6.01 | Stone pitching dry | 697.53 | Cum | |
| 9 | 7 | Granular Sub Base(Close Graded Material Grading-II) | |||
| 10 | 7.01 | Construction of granular sub-base by providing close graded material grading -II, carriage to the site of work, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications. | 15618.6 | cum | |
| 11 | 8 | Cement concrete 1:3:6 stone ballast or shingle using batch type concrete mixer with transit mixture including carriage to site. | 13852.4 | cum | |
| 12 | 9 | Plain Cement Concrete Pavement | |||
| 13 | 9.01 | Construction of unreinforced plain cement concrete pavement in M-40 mix design over a prepared sub base with cement contents 400 kg per cum and coarse and fine aggregates conforming to IS:383 mixed with concrete mixer using weigh batcher including carriage to site of work with transit mixture , laid in position over 125 micron thick polythene sheet, compacted with needle vibrator,screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, including provision of contraction and expansion joints as required including cost of filler and fiber board, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications. | 27169.5 | cum | |
| 14 | 10 | Extra for laying with slip form paver with electronic sensor. | 27169.5 | cum | |
| 15 | 11 | Mild steel reinforcement for R.C.C work where not included in the complete rate of R.C.C including bending, binding and placing in position complete. | |||
| 16 | 11.01 | Above 20mm dia bars | 298.78 | Qtl | |
| 17 | 12 | 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. | 3031.52 | Qtl | |
| 18 | 13 | Kerb : Plain cement concrete M-20 grade precast kerb of size 250mm length x, bottom width 165mm width , top width 115mm, 250mm high fixed with cement sand mortar 1:4 in position on concrete base including carriage to site of work, labour and cost of material complete in all respect as per technical clause 408 of MORT&H specification. | 21961.2 | Mtr | |
| 19 | 14 | Painting two coats including priming coat with synthetic enamel paints in all shades on new wood work or metallic or plastered or concrete surface including priming coat to give an even shade. | |||
| 20 | 14.01 | With special quality Paint. | 6368.78 | Sqm | |
| 21 | 14.02 | Pavers | |||
| 22 | 15 | Providing and laying 50 mm thick cement concrete interlocking paver block of M-30 grade machine made with rubber moulded smooth finish by strong vibratory process or with vibro - hydraulics, compaction machine and of approved size and design /shape laid in ordinery grey colur and pattern over and including 40mm thick compacted bed of coarse sand , filling the joints with fine sand etc, all complete as per direction of engineer-in-charge for Non traffic areas such as building premises,monument premises , landscapes, public gardens/parks, domestic drives , paths & patios, embankment slopes, sand stabilization area, etc. | 20793.1 | Sqm | |
| 23 | 16 | Providing, lowering in trenches to correct Gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketted pipes and specials with rubber ring ISI marked as per IS code 458-2003 into trenches for all depths and laying out the same to correct alignment, gradient, level etc cutting of concrete beds and joint holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching, 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 all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. | |||
| 24 | 16.01 | RCC Pipes s/s class NP2 | |||
| 25 | 16.02 | 300mm i/d pipes | 1416 | Metre | |
| 26 | 17 | Credit of dismanteled stone matel from exsiting road | 418.5 | Cum | |
| 27 | 18 | SUB-HEAD-II (CIVIL WORKS:- RCC TRENCH FOR ELECTRICITY WIRES/CABLING) | |||
| 28 | 18.01 | Excavation in soil (any type ) using hydraulics excavator CK 90 Excavation with hydraulics excavator of .9 cum bucket capacity including cutting and loading in tippers,trimming bottom and side slopes , in accordance with requirements of lines , grades and cross section , including all lifts and combined lead upto 60 mtr | 10630.1 | Cum | |
| 29 | 19 | Cement concrete 1:4:8 with 40 mm gauge stone ballast. using concrete mixer volumetric type | 1207.83 | Cum | |
| 30 | 20 | Reinforced cement concrete M-25 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. | 6066.69 | Cum | |
| 31 | 21 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 3450.93 | Sqm | |
| 32 | 22 | Centring and shuttering for faces of walls, partitions, retaining wall and the like (vertical or bartering including attached pillasters, buttersses etc when curved. | 24432.6 | Sqm | |
| 33 | 23 | Centring and shuttering for sides and soffits of beam, beam launchings girders bressumers, lintels | 180.84 | Sqm | |
| 34 | 24 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. | 437.8 | Sqm | |
| 35 | 25 | Providing and placing of Pre-cast RCC M-25 grade cover of size 1300 x 500 x 100 mm having 6 no. steel rebars of 1250 mm long and 10 no. of 450mm length of 10mm dia fe 500 grade TMT rebars with 2 no. hooks made out of 12mm dia including centering and shuttering complete in all respect. | 22131 | Each | |
| 36 | 26 | 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. (CSR 18.18). | 3621.64 | Qtl | |
| 37 | 27 | steel work fixed independently without connecting plates including cutting, hoisting and fixing in position | |||
| 38 | 27.01 | Tees, angles and channels | 927.61 | Qtl | |
| 39 | 28 | SUB-HEAD-III (PUBLIC HEALTH WORKS:- WATER SUPPLY DISTRIBUTION SYSTEM) | |||
| 40 | 28.01 | Fresh Water Supply | |||
| 41 | 28.02 | 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. | |||
| 42 | 28.03 | Earth work upto 1.5m Depth for | |||
| 43 | 28.04 | All classes of soil except rocky | 3666.35 | Cum | |
| 44 | 29 | 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). | |||
| 45 | 29.01 | Special quality Sluice Valve (PN 1.0/PN 1.6) of premium range such as make kirlosker as approved by Engineer-in-Charge. | |||
| 46 | 29.02 | 80mm i/d Sluice Valves flanged | 19 | Each | |
| 47 | 29.03 | 100mm i/d Sluice Valves flanged | 2 | Each | |
| 48 | 29.04 | 150mm i/d Sluice Valves flanged | 8 | Each | |
| 49 | 29.05 | 200mm i/d Sluice Valves flanged | 3 | Each | |
| 50 | 29.06 | 250mm i/d Sluice Valves flanged | 3 | Each | |
| 51 | 30 | 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. | |||
| 52 | 30.01 | D.I. Pipe as per IS 8329 DI-K7 | |||
| 53 | 30.02 | 80mm i/d pipe lines laid complete | 768.54 | Mtr | |
| 54 | 30.03 | 100mm i/d pipe lines laid complete | 365 | Mtr | |
| 55 | 30.04 | 150mm i/d pipe lines laid complete | 1952 | Mtr | |
| 56 | 30.05 | 200mm i/d pipe lines laid complete | 1560 | Mtr | |
| 57 | 30.06 | 250mm i/d pipe lines laid complete | 955 | Mtr | |
| 58 | 31 | 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. | |||
| 59 | 31.01 | 150mm i/d pipe lines laid complete | 70 | Mtr | |
| 60 | 32 | 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. | |||
| 61 | 32.01 | D.I. specials upto 300mm i/d | 1730 | Kg | |
| 62 | 33 | Providing & fixing double air valve ISI Marked as per IS-14845 including jointing all carriages complete. | |||
| 63 | 33.01 | C.I Double air valve ( Size 100mm) | 10 | Each | |
| 64 | 34 | Providing & fixing single air valve ISI Marked as per IS-14845 including jointing, cost of nut bolt & rubber insertion all carriages complete. | |||
| 65 | 34.01 | C.I Single air valve screwed ( Size 80mm) | 5 | Each | |
| 66 | 35 | Providing and fixing S.S Pressure Gauge complete as required complete in all respect. | |||
| 67 | 35.01 | Dial diameter 100mm calibration 0-16 kg | 2 | Each | |
| 68 | 36 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. | |||
| 69 | 36.01 | Size 0.6 m x 0.6 m | 33 | Each | |
| 70 | 36.02 | Size 0.9 m x 0.9 m | 2 | Each | |
| 71 | 37 | Providing & fixing Cast Iron surface box for Peet Valve, Stop Cock including all carriages complete. 57x15 Kg. Each | 855 | Kg. | |
| 72 | 38 | 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. | |||
| 73 | 38.01 | RCC Pipes class NP3 | |||
| 74 | 38.02 | 200 mm i/d pipes | 797 | Mtr | |
| 75 | 39 | Providing & fixing Fire Hydrants with jointing including all carriages complete. (without Fire Hydrant surface box) Size 80mm complete in all respect. | |||
| 76 | 39.01 | C.I Fire Hydrants Stand Post Type IS-908 | 10 | Each | |
| 77 | 40 | Process Water Supply | |||
| 78 | 40.01 | 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. | |||
| 79 | 40.02 | Earth work upto 1.5m Depth for | |||
| 80 | 40.03 | All classes of soil except rocky | 4672.55 | Cum | |
| 81 | 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). | |||
| 82 | 41.01 | Special quality Sluice Valve (PN 1.0/PN 1.6) of premium range such as make kirlosker as approved by Engineer-in-Charge. | |||
| 83 | 41.02 | 80mm i/d Sluice Valves flanged | 19 | Each | |
| 84 | 41.03 | 100mm i/d Sluice Valves flanged | 2 | Each | |
| 85 | 41.04 | 150mm i/d Sluice Valves flanged | 4 | Each | |
| 86 | 41.05 | 200mm i/d Sluice Valves flanged | 7 | Each | |
| 87 | 41.06 | 250mm i/d Sluice Valves flanged | 1 | Each | |
| 88 | 41.07 | 300mm i/d Sluice Valves flanged | 3 | Each | |
| 89 | 42 | 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. | |||
| 90 | 42.01 | D.I. Pipe as per IS 8329 DI-K7 | |||
| 91 | 42.02 | 80mm i/d pipe lines laid complete | 768.54 | Mtr | |
| 92 | 42.03 | 100mm i/d pipe lines laid complete | 370 | Mtr | |
| 93 | 42.04 | 150mm i/d pipe lines laid complete | 1345 | Mtr | |
| 94 | 42.05 | 200mm i/d pipe lines laid complete | 1175 | Mtr | |
| 95 | 42.06 | 250mm i/d pipe lines laid complete | 1010 | Mtr | |
| 96 | 42.07 | 300mm i/d pipe lines laid complete | 940 | Mtr | |
| 97 | 43 | 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. | |||
| 98 | 43.01 | 150mm i/d pipe lines laid complete | 110 | Mtr | |
| 99 | 43.02 | 250mm i/d pipe lines laid complete | 1280 | Mtr | |
| 100 | 44 | 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. | |||
| 101 | 44.01 | D.I. specials upto 300mm i/d | 2778 | Kg | |
| 102 | 45 | Providing & fixing double air valve ISI Marked as per IS-14845 including jointing all carriages complete. | |||
| 103 | 45.01 | C.I Double air valve ( Size 100mm) | 10 | Each | |
| 104 | 46 | Providing & fixing single air valve ISI Marked as per IS-14845 including jointing, cost of nut bolt & rubber insertion all carriages complete. | |||
| 105 | 46.01 | C.I Single air valve screwed ( Size 80mm) | 5 | Each | |
| 106 | 47 | Providing and fixing S.S Pressure Gauge complete as required complete in all respect. | |||
| 107 | 47.01 | Dial diameter 100mm calibration 0-16 kg | 2 | Each | |
| 108 | 48 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. | |||
| 109 | 48.01 | Size 0.6 m x 0.6 m | 33 | Each | |
| 110 | 48.02 | Size 0.9 m x 0.9 m | 3 | Each | |
| 111 | 49 | Providing & fixing Cast Iron surface box for Peet Valve, Stop Cock including all carriages complete. 58x15 Kg. Each | 870 | Kg. | |
| 112 | 50 | 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. | |||
| 113 | 50.01 | RCC Pipes class NP3 | |||
| 114 | 50.02 | 200mm i/d pipes | 723 | Mtr | |
| 115 | 50.03 | 300mm i/d pipes | 37 | Mtr | |
| 116 | 51 | Flushing Water Supply & Irrigation Water Supply Distribution System | |||
| 117 | 51.01 | 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. | |||
| 118 | 51.02 | Earth work upto 1.5m Depth for | |||
| 119 | 51.03 | All classes of soil except rocky | 7331.92 | Cum | |
| 120 | 52 | 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). | |||
| 121 | 52.01 | Special quality Sluice Valve (PN 1.0/PN 1.6) of premium range such as make kirlosker as approved by Engineer-in-Charge. | |||
| 122 | 52.02 | 80mm i/d Sluice Valves flanged | 27 | Each | |
| 123 | 52.03 | 100mm i/d Sluice Valves flanged | 6 | Each | |
| 124 | 52.04 | 150mm i/d Sluice Valves flanged | 18 | Each | |
| 125 | 52.05 | 200mm i/d Sluice Valves flanged | 1 | Each | |
| 126 | 53 | 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. | |||
| 127 | 53.01 | D.I. Pipe as per IS 8329 DI-K7 | |||
| 128 | 53.02 | 80mm i/d pipe lines laid complete | 3431.87 | Mtr | |
| 129 | 53.03 | 100mm i/d pipe lines laid complete | 1600 | Mtr | |
| 130 | 53.04 | 150mm i/d pipe lines laid complete | 5100 | Mtr | |
| 131 | 53.05 | 200mm i/d pipe lines laid complete | 98 | Mtr | |
| 132 | 54 | 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. | |||
| 133 | 54.01 | 150mm i/d pipe lines laid complete | 1080 | Mtr | |
| 134 | 55 | 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. | |||
| 135 | 55.01 | D.I. specials upto 300mm i/d | 1594 | Kg | |
| 136 | 56 | Providing & fixing double air valve ISI Marked as per IS-14845 including jointing all carriages complete. | |||
| 137 | 56.01 | C.I Double air valve ( Size 100mm) | 10 | Each | |
| 138 | 57 | Providing & fixing single air valve ISI Marked as per IS-14845 including jointing, cost of nut bolt & rubber insertion all carriages complete. | |||
| 139 | 57.01 | C.I Single air valve screwed ( Size 80mm) | 10 | Each | |
| 140 | 58 | Providing and fixing S.S Pressure Gauge complete as required complete in all respect. | |||
| 141 | 58.01 | Dial diameter 100mm calibration 0-16 kg | 2 | Each | |
| 142 | 59 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. | |||
| 143 | 59.01 | Size 0.6 m x 0.6 m | 50 | Each | |
| 144 | 59.02 | Size 0.9 m x 0.9 m | 1 | Each | |
| 145 | 60 | Providing & fixing Cast Iron surface box for Peet Valve, Stop Cock including all carriages complete. 76x15 Kg. Each | 1140 | Kg. | |
| 146 | 61 | Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) B- Class, premium 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. | |||
| 147 | 61.01 | 25mm i/d (415 x 2 Mtr.) | 830 | Mtr | |
| 148 | 62 | Providing, fixing and jointing Brass Ball Valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe Lines including all carriages complete. | |||
| 149 | 62.01 | 25mm i/d Brass Ball valves | 415 | Each | |
| 150 | 63 | Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. | 25 | Cum | |
| 151 | 64 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12.5mm thick, finished with a floating coat of neat cement complete as per standard design : | |||
| 152 | 64.01 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | 415 | Each | |
| 153 | 65 | 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. | |||
| 154 | 65.01 | RCC Pipes class NP3 | |||
| 155 | 65.02 | 200mm i/d pipes | 980 | Mtr | |
| 156 | 66 | SUB-HEAD-IV (PUBLIC HEALTH WORKS:- STORM WATER DRAINAGE SYSTEM ) | |||
| 157 | 66.01 | Excavation in trenches with straigth 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. | |||
| 158 | 66.02 | For depth not exceeding 3 m. B.G.L. | |||
| 159 | 66.03 | For all classes of soil except rocky | 40028.9 | Cum | |
| 160 | 66.04 | For depth exceeding 3.0 m but not exceeding 4.5 m B.G.L. | |||
| 161 | 66.05 | For all classes of soil except rocky | 525.31 | Cum | |
| 162 | 67 | 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 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. | 113.44 | Each | |
| 163 | 68 | 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 marked 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. | |||
| 164 | 68.01 | RCC pipes class NP-2 | |||
| 165 | 68.02 | 250 mm i/d pipes | 3583 | Mtr | |
| 166 | 68.03 | 400 mm i/d pipes | 147 | Mtr | |
| 167 | 68.04 | 500 mm i/d pipes | 218 | Mtr | |
| 168 | 68.05 | 600 mm i/d pipes | 521 | Mtr | |
| 169 | 68.06 | 800 mm i/d pipes | 244 | Mtr | |
| 170 | 68.07 | 1000 mm i/d pipes | 819 | Mtr | |
| 171 | 68.08 | 1100 mm i/d pipes | 244 | Mtr | |
| 172 | 68.09 | 1200 mm i/d pipes | 881 | Mtr | |
| 173 | 68.1 | 1400 mm i/d pipes | 1232 | Mtr | |
| 174 | 68.11 | 2000 mm i/d pipes | 268 | Mtr | |
| 175 | 68.12 | 2200 mm i/d pipes | 745 | Mtr | |
| 176 | 68.13 | RCC pipes class NP-3 | |||
| 177 | 68.14 | 2400 mm i/d pipes | 666 | Mtr | |
| 178 | 69 | 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 lime concrete 16:24:100 (as per specified in item No. 10.3) 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 templates including labour for fixing the C.I. 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-InCharge (610mm x 457mm x 1105mm) | 206 | Each | |
| 179 | 70 | 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 @ 63.464 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 design complete in all respects. | |||
| 180 | 70.01 | Inside size 75 x 120 cm with depth 120 cm between bottom of top slab and invert (with MH cover & frame Medium duty) | 41 | Each | |
| 181 | 70.02 | Inside size 120x180 cm with depth 120 cm between bottom of top slab and invert (with MH cover & frame Extra Heavy duty) | 120 | Each | |
| 182 | 70.03 | Inside size 180 x 300 cm with depth 162.5 cm between bottom of top slab and invert (with MH cover & frame Extra Heavy duty) | 58 | Each | |
| 183 | 71 | Extra payable for every .30 m additional depth of manhole chamber in item 29.84 upto 1.80 m increase in depth.(inside size 75cm x120cm) | 9.65 | 0.3 mtr Each Depth | |
| 184 | 71.01 | Extra cost for every additional depth of 0.300 m. upto 1.80 m depth for manholes. (Inside size 120 x180 cm) | 213.56 | 0.3 mtr Each Depth | |
| 185 | 71.02 | Extra cost for every additional depth of 0.300 m. From 1.80 m. upto 3.60 m depth for manholes (Inside size 120 x 180 cm) | 69.56 | 0.3 mtr Each Depth | |
| 186 | 71.03 | Extra cost for every additional depth of 0.300 m from 1.625m upto 3.76 m depth for manholes. (Inside size 180 x 300 cm) | 246.18 | 0.3 mtr Each Depth | |
| 187 | 72 | Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) for curved drain near manhole | 3770.36 | Cum | |
| 188 | 73 | SUB-HEAD-V (PUBLIC HEALTH WORKS :- SEWAGE COLLECTION SYSTEM ) | |||
| 189 | 73.01 | Excavation in trenches with straigth 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. | |||
| 190 | 73.02 | For depth not exceeding 3 m. B.G.L. | |||
| 191 | 73.03 | For all classes of soil except rocky | 19654.8 | Cum | |
| 192 | 73.04 | For depth exceeding 3.0 m but not exceeding 4.5 m B.G.L. | |||
| 193 | 73.05 | For all classes of soil except rocky | 3442.57 | Cum | |
| 194 | 73.06 | For depth exceeding 4.5 m but not exceeding 6.0 m B.G.L. | |||
| 195 | 73.07 | For all classes of soil except rocky | 253.11 | Cum | |
| 196 | 74 | 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 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. | 1188 | Each | |
| 197 | 75 | Providing and Erection of cast RCC ventilating column having minimum 200mm internal diametre including excavation, basescolumns, caps, cowls or wire domes, etc. complete including carriage from the stores of the Engineer-In-Charge of works, to sites of works, loading and unloading fixing and jointing and setting the same in position complete in all respects. | |||
| 198 | 75.01 | 9.10 m. Height Including cost of ventilation shaft | 10 | Each | |
| 199 | 76 | Finishing RCC vent shafts minimum 200mm internal Diametre with exterior decorative cement based paints on new work two coats to give and even finish. | |||
| 200 | 76.01 | 9 m. Height R.C.C. ventilator shaft | 10 | Each | |
| 201 | 77 | 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 gradiants, 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. | |||
| 202 | 77.01 | 160 mm o/d pipes | 2767 | Mtr | |
| 203 | 77.02 | 200 mm o/d pipes | 63 | Mtr | |
| 204 | 77.03 | 250 mm o/d pipes | 942 | Mtr | |
| 205 | 77.04 | 315 mm o/d pipes | 247 | Mtr | |
| 206 | 78 | Providing, lowering in trenches to correct gradient and allignments, jointing with tytone rubber joint and cutting of RCC S/S pipes having inside HDPE. Lining ISI marked as per ISI code IS:458-2003 into trenches for all depths and laying out the same to correct allignment, 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 to ensure this, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer incharge including all cartage etc complete in all respects. | |||
| 207 | 78.01 | RCC pipes with inside HDPE lining class NP-3 | |||
| 208 | 78.02 | 400 mm i/d pipes | 40 | Mtr | |
| 209 | 79 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) with mechanically mixed using batch type concrete as per specification | 599.26 | Cum | |
| 210 | 80 | 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 @ 63.464 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 design complete in all respects. | |||
| 211 | 80.01 | Inside size 75 x 120 cm with depth 120 cm between bottom of top slab and invert (with MH cover & frame Heavy duty) | 47 | Each | |
| 212 | 80.02 | Inside size 90x150 cm with depth 120 cm between bottom of top slab and invert (with MH cover & frame Extra Heavy duty) | 52 | Each | |
| 213 | 80.03 | Inside size 120x180 cm with depth 120 cm between bottom of top slab and invert (with MH cover & frame Extra Heavy duty) | 30 | Each | |
| 214 | 81 | Extra payable for every .30 m additional depth of manhole chamber in item 29.84 upto 1.80 m increase in depth. | |||
| 215 | 81.01 | Inside size 75 x 120 cm | 47 | 0.3 mtr Each Depth | |
| 216 | 81.02 | Inside size 90 x 150 cm | 104 | 0.3 mtr Each Depth | |
| 217 | 81.03 | Inside size 120 x 180 cm | 60 | 0.3 mtr Each Depth | |
| 218 | 82 | Extra payable for every .30 m additional depth of manhole chamber in item 29.84 beyond 1.80 m to 3.60 m additional depth. | |||
| 219 | 82.01 | Inside Size 90x 150 cm | 195 | 0.3 mtr Each Depth | |
| 220 | 82.02 | Inside size 120 x 180 cm | 266 | 0.3 mtr Each Depth | |
| 221 | 83 | SUB-HEAD-VI (PUBLIC HEALTH WORKS:- EFFLUENT COLLECTION SYSTEM ) | |||
| 222 | 83.01 | Excavation in trenches with straigth 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. | |||
| 223 | 83.02 | For depth not exceeding 3 m. B.G.L. | |||
| 224 | 83.03 | For all classes of soil except rocky | 14925.7 | Cum | |
| 225 | 83.04 | For depth exceeding 3.0 m but not exceeding 4.5 m B.G.L. | |||
| 226 | 83.05 | For all classes of soil except rocky | 2219.93 | Cum | |
| 227 | 84 | 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 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. | 975 | Each | |
| 228 | 85 | Providing and Erection of cast RCC ventilating column having minimum 200mm internal diametre including excavation, basescolumns, caps, cowls or wire domes, etc. complete including carriage from the stores of the Engineer-In-Charge of works, to sites of works, loading and unloading fixing and jointing and setting the same in position complete in all respects. | |||
| 229 | 85.01 | 9.10 m. Height Including cost of ventilation shaft | 8 | Each | |
| 230 | 86 | Finishing RCC vent shafts minimum 200mm internal Diametre with exterior decorative cement based paints on new work two coats to give and even finish. | |||
| 231 | 86.01 | 9 m. Height R.C.C. ventilator shaft | 8 | Each | |
| 232 | 87 | 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 gradiants, 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. | |||
| 233 | 87.01 | 160mm o/d pipes | 2087 | Mtr | |
| 234 | 87.02 | 200 mm o/d pipes | 335 | Mtr | |
| 235 | 87.03 | 315 mm o/d pipes | 745 | Mtr | |
| 236 | 88 | Providing, lowering in trenches to correct gradient and allignments, jointing with tytone rubber joint and cutting of RCC S/S pipes having inside HDPE. Lining ISI marked as per ISI code IS:458-2003 into trenches for all depths and laying out the same to correct allignment, 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 to ensure this, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer incharge including all cartage etc complete in all respects. | |||
| 237 | 88.01 | RCC pipes with inside HDPE lining class NP-3 | |||
| 238 | 88.02 | 400 mm i/d pipes | 382 | Mtr | |
| 239 | 89 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) with mechanically mixed using batch type concrete as per specification all-round uPVC pipes including bed concrete as per standard design : | 456.31 | Cum | |
| 240 | 90 | 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 @ 63.464 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 design complete in all respects. | |||
| 241 | 90.01 | Inside size 75 x 120 cm with depth 120 cm between bottom of top slab and invert (with MH cover & frame Heavy duty) | 47 | Each | |
| 242 | 90.02 | Inside size 90x150 cm with depth 120 cm between bottom of top slab and invert (with MH cover & frame Extra Heavy duty) | 72 | Each | |
| 243 | 91 | Extra payable for every .30 m additional depth of manhole chamber in item 29.84 upto 1.80 m increase in depth. | |||
| 244 | 91.01 | Inside size 75 x 120 cm | 44 | 0.3 mtr each depth | |
| 245 | 91.02 | Inside size 90 x 150 cm | 144 | 0.3 mtr each depth | |
| 246 | 92 | Extra payable for every .30 m additional depth of manhole chamber in item 29.84 beyond 1.80m upto 3.60 m beyond additional depth. | |||
| 247 | 92.01 | Inside size 90 x 150 cm | 317 | 0.3 mtr each depth |
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