Operation and maintenance o...

Desilting/ Cleaning of sewer line by Tractor mounted/tata ace suction machine and taking out of debris/ silt, rubbish etc., from sewer line which is heavily surcharged and safe disposal of silt to the Solid waste site complete in all respect including all type of manpower used in said activities along with all type of material, Tool and Plant and Machinery which is to be used on site, standby generator set, air ventilator, provision of safety equipment`s, traffic control arrangement, proper barricading, lighting at night, display of sign boards, cleaning of site etc. Removal of all hindrances, obstructions, unforeseen items, complete in all respects. These rates includes all labour, diesel and everything which is required for the operation of super suction machine complete in all respect.

Provision of essential commodities consumable items for Sewer Helper/Labour.

Desilting/ Cleaning of sewer line by Suction jetting machine 2200 PSI machine i/c POL and manpower and taking out of debris/ silt, rubbish etc., from sewer line which is heavily surcharged and safe disposal of silt to the Solid waste site complete in all respect including all type of manpower used in said activities along with all type of material, Tool and Plant and Machinery which is to be used on site, standby generator set, air ventilator, provision of safety equipment`s, traffic control arrangement, proper barricading, lighting at night, display of sign boards, cleaning of site etc. Removal of all hindrances, obstructions, unforeseen items, complete in all respects. These rates includes all labour, diesel and everything which is required for the operation of Suction jetting machine complete in all respect.

Hiring of High Power Super Sucker Machine for removing of blockage, desilting of master sewer line with high pressure jetting and high-volume super sucker machine of capacity minimum 180 HP to 400 HP for opening of blocked sewer lines of various sizes from 450mm to 2400mm and manholes and disposal of retained silt/malba to hazard free dumping ground to the entire satisfaction of the Engineer-in-charge. The work shall include mobilization of equipments i.e. Super Sucker Machine, Jetting machine, Compressor unit for supply of fresh air, Silt container ete with following manpower/labours: - 1 No: Supervisor, 1 No. Rokawala / diver, 4 No. Skilled Sewer man. 2 No. Security guards WATER TANK :- Capacity: - 5000 to 5500 Ltrs. Material: - MS-IS 2062 With level indicator JETTING HOSE:- Size and Length: - 1 1/4”x 120 Mtr. Long. Single length Ancillary machines and Gears, tools 1- Metal detector – 1 No. 2- Pneumatic Breaker – 1 No. 3- Manhole opener – 1 No. 4- High beam light portable 5- Traffic diversion board, Stand, Ribbon. (as per requirement) 6- Jacket, ropes, ladders. 7- Mask 8- Gas detector 9- All required safety precaution apparatus including the provision of DUMP tanker of capacity 10000 Itr. cost of sundries. TandP and safety devices, dewatering. cleaning and required plugging of manholes including cartage, loading and unloading of silt/sludge from the site, insurance of employee and labours and all over head charges etc. complete in all respect

Ananlysis of rate for Machinery operation and maintenance of sewerage disposals at western side of MC Sonipat for one year.

Manpower required for operation and maintenance of sewerage disposals at western side of MC Sonipat.

Workers for operation and maintenance of sewerage/storm water systems/removing of sewerage debris from site to STP.

Percentage BoQ

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NUMBER #

[1.PM019] PM019. Hire and running charges of Generator 250 KVA [Rate]

[1.PM034] PM034. Generator 100 KVA/125 KVA (without fuel) [Rate]

[11.7.1]20 mm cement plaster of mix : 1. 1:4 (1 cement: 4 fine sand) [Through Rate]

[13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate]

[20.88]Supply, erection, testing and commissioning of CT meter of standard make with cubical meter box as per HVPNL specifications including 3 phase electrical meter 100/5 of standard make approved by HVPNL including CT/PT of suitable rating complete in all respect as per directions of Engineer-in-charge [Through Rate]

[21.84.2]Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2:4 slab 100 mm thick/cement concrete topping, 50mm thick with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. 2. Size 450 mm X 600 mm inside (with 455 mm x 610 mm cover and frame single seal pattern I weighing 38 kg with C.C. topping) [Through Rate]

[21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening [Through Rate]

[22.218.2]Providing and Supplying of class SN 8 structured wall Polyethylene Piping system (Pipe with online/ offline coupler and elastomeric sealing ring) with non smooth external annular corrugated and smooth internal surface (double wall) for non-pressure underground sewerage and drainage application as confirm to IS 16098 (part II):2013 including transportation, frieght charges, inspection charges, loading, unloading, complete as specified and directed by Engineer In-Charge. 2. 300 mm Internal Diameter [Through Rate]

[22.218.4]Providing and Supplying of class SN 8 structured wall Polyethylene Piping system (Pipe with online/ offline coupler and elastomeric sealing ring) with non smooth external annular corrugated and smooth internal surface (double wall) for non-pressure underground sewerage and drainage application as confirm to IS 16098 (part II):2013 including transportation, frieght charges, inspection charges, loading, unloading, complete as specified and directed by Engineer In-Charge. 4. 500 mm Internal Diameter [Through Rate]

[22.219.2]Lowering, Laying and jointing of class SN 8 structured wall (External Annular Corrugated and Smooth Internal Surface Polyethylene Piping and fitting with the help of coupler(online/ offline) attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench, laying on the lower bedding (constructed at bottom of trenches) at prescribed gradient, depth and alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segment etc. complete as per drawing, specification and detailed engineering, including cartage of pipes and fitting etc. as per direction of Engineer-in-charge. 2. 300 mm Internal Diameter [Through Rate]

[22.219.4]Lowering, Laying and jointing of class SN 8 structured wall (External Annular Corrugated and Smooth Internal Surface Polyethylene Piping and fitting with the help of coupler(online/ offline) attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench, laying on the lower bedding (constructed at bottom of trenches) at prescribed gradient, depth and alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segment etc. complete as per drawing, specification and detailed engineering, including cartage of pipes and fitting etc. as per direction of Engineer-in-charge. 4. 500 mm Internal Diameter [Through Rate]

[3.1.18]By Mechanical Transport including loading, unloading and stacking 18. Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead up to 10 km for all lifts, complete as per directions of Engineer-in-charge. [Rate]

[4.16.1.2]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.2. All kind of soil Pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia. [Through Rate]

[4.16.1.3]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.3. All kind of soil Pipes, cables etc, exceeding 300 mm dia but not exceeding 600 mm dia. [Through Rate]

[5.23.1]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1. Nominal concrete 1:1.5:3 or richer mix (i/c equivalent design mix) [Through Rate]

[6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate]

[6.1.7]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 7. 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) [Through Rate]

[6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [Through Rate]

[6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform [Through Rate]

[6.34.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more. [Through Rate]

[7.22.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]