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| 1 | Providing and fixing of Pre-casted RCC cover slab minimum size 0.90 x 0.30 x 0.125 mtr with 4.24 kg steel bar of 12mm/10mm and 2 nos plastic bowls and iron hooks and side flat patti including labour carriage and material complete all respect. |
| 2 | Providing Gunny Bags filled with Jamuna sand and sealing with machinery to be used at the required site as per situation and direction given by Engineer-In-Charge |
| 3 | Providing and fixing/construction of road gully with brick work, plaster, P.C.C, size 600x600x900 mm including excavation labour carriage and material complete in all respect. |
| 4 | Providing labour/sewer man for day to day work required during flood season for removing of any blockage, removal of floating material (3 shifts per day) including Kassi Gati, Raincoat, Jecket with GMDA logo and all safety equipment.(A) 1 person per 2 km for upkeep of drainage network in a length of 78.709km 78.709÷2=39 So, 39 persons are required per month (39 × 4 months = 156 nos)(B) Five supervisors will be provided with mobile phones and motorcycles, along with fuel and maintenance support, to oversee and monitor a total stretch of 78.709 km across Sectors 1 to 23. This arrangement is being implemented to ensure that maintenance-related issues are promptly and effectively addressed during the forthcoming rainy season. For 4 months x 5 nos = 20 nosGrand total = 156+20= 176 nos |
| 5 | Day to day desilting work, survey by providing labour / sewer men including kassi, gaiti and all safety equipments complete in all respect. 9 Nos. Labour plus 1 No. supervisor per month for a total of 8 months after rainy season |
| 6 | Providing tractor mounted pump set with Burma mounted required during rainy season with suction 150 mm dia and delivery pipe 150 Mtr including driver and diesel etc. (shift of 8 hours per day) as per requirement of Engineer-In-Charge A total length of 78.709 km across sectors 1 to 23 will be attended to for various maintenance issues during the upcoming rainy season. 10 nos tractor mounted pumps for 60 days during 4 months as per requirement of Engineer- 10*60=600 shifts |
| 7 | Hiring of High Power Super Sucker Machine for removing of blockage, desilting of master drain/sewer line with high pressure jetting and high-volume super sucker machine of capacity minimum 180 HP to 400 HP for opening of blocked drain/sewer of various sizes pipe and box drain, 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 equipment’s i.e. Super Sucker Machine, Jetting machine, Compressor unit for supply of fresh air, Silt container etc with following manpower/labours: -1 No. Supervisor, 1 No. Rokawala / diver, 4 No. Skilled Sewer man, 2 No. Security guardsincluding the provision of water tanker of capacity 10000 ltr, 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 a shift of 8 hours 25 nos shift |
| 8 | Providing Bolero pick-up with driver for transportation of labour, materials and GMDA staff to critical flooding points during rainy season including diesel, maintenance and all charges complete as per direction of Engineer-in-Charge. 1 no. for 4 months = 4 Nos. A total length of 78.709 km across sectors 1 to 23 will be attended to for various maintenance issues during the upcoming rainy season |
| 9 | Hiring of 50 HP high capacity sewerage submersible pump set with DG set 125 KVA including making connection with motors and panel commissioning with hydra and 250 mtr discharge pipe etc complete in all respect excluding HSD including loading, unloading and transportation as directed by Engineer –in charge.A total length of 78.709 km across sectors 1 to 23 will be attended to for various maintenance issues during the upcoming rainy season. 5 pumps for 4 months i.e 20 nos |
| 10 | Operator for running and operation of the pump, including watch and ward of the submersible pump set at site, equipped with jacket, gumboots, and all necessary safety equipment during the rainy season, as per the directions of the Engineer-in-Charge.”A total length of 78.km across sectors 1 to 23 will be attended to for various maintenance issues during the upcoming rainy season. 5 operators for 2 shifts for 4 months during rainy season i.e 40 nos |
| 11 | Providing and fixing of Pre-casted RCC cover slab minimum size 1.20 x 0.30 x 0.150 mtr with 4.24 kg steel bar of 12mm/10mm and 2 nos plastic bowls and iron hooks and side flat Patti 65 mm x 6 mm including labour carriage and material complete all respect. |
| 12 | Providing and fixing of Pre-casted RCC cover slab minimum size 1.50 x 0.30 x 0.150 mtr with 4.24 kg steel bar of 12mm/10mm and 2 nos plastic bowls and iron hooks and side flat Patti 65 mm x 6 mm including labour carriage and material complete all respect. |
| 13 | Providing and fixing of Pre-casted RCC cover slab minimum size 1.80 x 0.30 x 0.150 mtr with 4.24 kg steel bar of 12mm/10mm and 2 nos plastic bowls and iron hooks and side flat Patti 65 mm x 6 mm including labour carriage and material complete all respect. |
| 14 | Providing and fixing of Pre-casted RCC cover slab minimum size 0.60 x 0.30 x 0.125 mtr with 4.24 kg steel bar of 12mm/10mm and 2 nos plastic bowls and iron hooks and side flat Patti 65 mm x 6 mm including labour carriage and material complete all respect. |
| 15 | Providing tractor mounted pump set with sewer suction with tanker capacity of 8000 litres mounted required during rainy season with suction 150 mm dia and delivery pipe 150 Mtr including driver and diesel etc. (shift of 8 hours per day) as per requirement of Engineer In-ChargeA total length of 78.709 km across sectors 1 to 23 will be attended to for various maintenance issues during the upcoming rainy season. 10 nos tractor mounted pump set with sewer suction with tanker capacity of 8000 litres for 60 days during 4 months as per requirement of Engineer- 10*60=600 shifts |
| 16 | providing, suppling, of 150 mm (6-inch) diameter PVC flexible discharge pipe having minimum burst pressure of 31.5 kg/cm², including all necessary fittings and accessories such as couplings, clamps, bends, etc., complete in all respects as required and as per directions of Engineer-in-Charge. |
| 17 | [1.PM026] PM026. Tractor with trolley [Rate] |
| 18 | [1.PM029] PM029. Hire and running charges of crane up to 40 tonne capacity [Rate] |
| 19 | [11.11.2]12 mm cement plaster finished with a floating coat of neat cement of mix : 2. 1:4 (1 cement: 4 fine sand) [Through Rate] |
| 20 | [14.51.3]Hire charges for Hydraulic excavator/Loader like JCB/Pock lain, Hitachi etc with all accessories having bucket capacity 3. Hire Charges for excavator with over 0.75 cum bucket capacity [Through rate] |
| 21 | [2.B1210] B1210. R.C.C. pipes NP2 class 300 mm dia [Rate] |
| 22 | [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] |
| 23 | [21.95.2]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 2. 400 mm [Through Rate] |
| 24 | [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] |
| 25 | [5.26]Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. [Through Rate] |
| 26 | [6.25.1]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 1. All works up to plinth level [Through Rate] |
| 27 | [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] |
| 28 | [6.33.6]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 below 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] |
| 29 | [7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate] Please Enable Macros to View BoQ information |
