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| 1 | Works |
| 2 | Providing and erecting 1.50 metre high temporary barricading at site as per drawing/direction of Engineer-in-charge which includes writing and painting, arrangement for traffic diversion such as traffice signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Eingineer-in-charge. The barricading provided shall be retained in position at site continously i/c shifting of barricading from one location to another location as many times as required during the excavation of the entire work till its completion. Rate include its maintenance for damages, paintingl all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-charge. (Note:- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). |
| 3 | Excavation in foundation in ordinary soil (loam, clay of sand) for depth given below ground level for laying sewers, manholes, gully pits chambers, sumps etc. including cutting of joints pits, trimming, dressings, leveling, refilling of trenches in 20 cm layers, watering and ramming the same including removal of surplus earth and other dismantled materials, upto a distance of 50m from the center of trenches. |
| 4 | 0.00 -1.50 M |
| 5 | 1.51 -3.00 M |
| 6 | 3.01 - 4.50 M |
| 7 | 4.51 - 6.00 M |
| 8 | 6.01 - 7.50 M |
| 9 | Providing all materials, labour and T&P etc. fixing following type of timbering/shoring in trenches with 50mm. Thick country wood planks. 150x75 mm size sal wood ballies and 125mm dia sal wood ballies for struts 1.5m. c/c. including removal of all timbering after laying of sewers etc. all complete. |
| 10 | Close timbering 3.0-6.0 |
| 11 | Close timbering 6.0 - 9.0m |
| 12 | Same as item No. 3 but timbering left in trenches @ 5% of Item No. 3 |
| 13 | (b) 3.0-6.0m |
| 14 | (c)6.0-9.0m |
| 15 | Same as item No. 3 but for open timbering |
| 16 | (a)1.5 to 03.00 m |
| 17 | Supply of ISI marked AC/DI Pipes Conforming to relevant IS-specifications including all the accessories as under |
| 18 | 200 AC Maza Pipe Class-II (upto 3 m depth) |
| 19 | 250 D.I. K-7 |
| 20 | 300 D.I. K-7 |
| 21 | 350 D.I. K-7 |
| 22 | 400 D.I. K-7 |
| 23 | 450 D.I. K-7 |
| 24 | 500 D.I. K-7 |
| 25 | 600 D.I. K-7 |
| 26 | 700 D.I. K-7 |
| 27 | 800 D.I. K-7 |
| 28 | 900 D.I. K-7 |
| 29 | Carting of following sizes of AC Maza/DI Pipe from store to actual site of work lowering the same into trenches, laying true to alignment and gradient jointing with lead & including supply of all materials, labour and T&P for proper completion work. |
| 30 | 200 mm dia RCC Pipe00.00 -0 1.50 m |
| 31 | 200 mm dia RCC Pipe01.50 -0 3.00 m (6.45%) |
| 32 | 250 mm dia pipe 00.00 -0 1.50 m |
| 33 | 250 mm dia pipe01.50 -0 3.00 m (6.45%) |
| 34 | 250 mm dia pipe03.00 - 04.50 m(13.05%) |
| 35 | 300 mm dia pipe00.00 -0 1.50 m |
| 36 | 300 mm dia pipe01.50 -0 3.00 m (6.45%) |
| 37 | 300 mm dia pipe03.00 - 04.50 m(13.05%) |
| 38 | 300 mm dia pipe04.50 - 06.00 m(20.75%) |
| 39 | 350 mm dia pipe00.00 -0 1.50 m |
| 40 | 350 mm dia pipe01.50 -0 3.00 m (6.45%) |
| 41 | 350 mm dia pipe03.00 - 04.50 m(13.05%) |
| 42 | 400 mm dia pipe00.00 -0 1.50 m |
| 43 | 400 mm dia pipe01.50 -0 3.00 m (6.45%) |
| 44 | 400 mm dia pipe03.00 - 04.50 m(13.05%) |
| 45 | 400 mm dia pipe04.50 - 06.00 m(20.75%) |
| 46 | 450 mm dia pipe00.00 -0 1.50 m |
| 47 | 450 mm dia pipe01.50 -0 3.00 m (6.45%) |
| 48 | 450 mm dia pipe03.00 - 04.50 m(13.05%) |
| 49 | 450 mm dia pipe04.50 - 06.00 m(20.75%) |
| 50 | 500 mm dia pipe01.50 -0 3.00 m (6.45%) |
| 51 | 500 mm dia pipe03.00 - 04.50 m(13.05%) |
| 52 | 500 mm dia pipe04.50 - 06.00 m(20.75%) |
| 53 | 600 mm dia pipe01.50 -0 3.00 m (6.45%) |
| 54 | 600 mm dia pipe03.00 - 04.50 m(13.05%) |
| 55 | 600 mm dia pipe04.50 - 06.00 m(20.75%) |
| 56 | 700 mm dia pipe01.50 -0 3.00 m (6.45%) |
| 57 | 700 mm dia pipe03.00 - 04.50 m(13.05%) |
| 58 | 700 mm dia pipe04.50 - 06.00 m(20.75%) |
| 59 | 800 mm dia pipe03.00 - 04.50 m(13.05%) |
| 60 | 900 mm dia pipe00.00 -0 1.50 m |
| 61 | 900 mm dia pipe01.50 -0 3.00 m (6.45%) |
| 62 | 900 mm dia pipe03.00 - 04.50 m(13.05%) |
| 63 | 900 mm dia pipe04.50 - 06.00 m(20.75%) |
| 64 | 900 mm dia pipe6.00 - 7.50 m(31.55%) |
| 65 | Supply of all materials, labour and T&P and constructing circular brick manholes of following sizes as per type desing and drawing. |
| 66 | 900mm dia, 0.00-0.9 m depths |
| 67 | same as above item but form RCC pre-Cast manhole as per CPHEEO Guidelines |
| 68 | 1200mm dia, 0.90-1.65m depths |
| 69 | 1500mm dia, 1.65-2.30 m depths |
| 70 | 1500mm dia, 2.30-4.50m depths |
| 71 | 1500mm dia, above 4.50 m |
| 72 | Addition or substraction due to variation in shaft for following sizes of manholes. |
| 73 | 900mm dia, 0.00-0.9 m depths |
| 74 | 1200mm dia, 0.90-1.65m depths |
| 75 | 1500mm dia, 1.65-2.30 m depths |
| 76 | 1500mm dia, 2.30-4.50m depths |
| 77 | 1500mm dia, above 4.50 m |
| 78 | Dismantling of following type of surface including sorting out and staking of serviceable materials of disposal of unserviceable materials up to a distance of 50 m. |
| 79 | Interlocking tiles(20% ) |
| 80 | Brick Road(5%) |
| 81 | CC Road(30%) |
| 82 | Bituminous road (35%) |
| 83 | Reinstatement of following type of surface including sorting out and staking of serviceable materials of disposal of unserviceable materials up to a distance of 50 m. |
| 84 | Interlocking tiles(20% ) |
| 85 | Brick Road(5%) |
| 86 | CC Road(30%) |
| 87 | Bituminous road (35%) |
| 88 | Granular Sub-Bas with Well Graded Material (Table 400.1)(A) By Mix in Place MethodConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting to 12.5cm/11cm (compacted thickness) with smooth wheel roller to achieve the desired density, complete as per MORD Technical Speicification Clause 401. |
| 89 | WBM Grading - II (Inter Coat)Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone screening /binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required density grading -2 as per technical specification clause 405. |
| 90 | Providing and applying Primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg / sqm using mechanical means. As per technical specification clause 502 including cost of bitumen emulsion (SS-1). |
| 91 | Providing and applying tack coat with bitumen (VG-10)using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Speicification Clause 503 including cost of bitumen (VG-10). |
| 92 | Providing, laying and rolling of dense graded bituminous macadam with 100 - 120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hotmix to site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller to achieve the desired compaction as per MoRTH specifications clause No. 507 complete in all respects as per MoRTH specifications 406 Sr. No. 4.12 |
| 93 | Providing and applying tack coat with bitumen (VG-10)using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Speicification Clause 503 including cost of bitumen (VG-10). |
| 94 | Providing, laying and rolling of Semi-Dense Bituminous Concrete with 100 - 120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 per cent by weight of total mix and filler, transporting the hotmix to site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller to achieve the desired compaction as per MoRTH specifications clause No. 509 complete in all respects as per MoRTH specifications 509 Sr. No. 5.8 |
| 95 | Providing and applying seal coat type \"C\" comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kN Static roller and finishing to required level and grades as per Technical Specification Clause 510 including cost of bitumen. |
| 96 | (Thermoplastic Painting) Providing and laying of hot applied thermo plastic compound 2.5 mm thick including reflectorsing glass beads @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass bed as per IRC 35 inciduing cost of all materials labour Machinaries T&P etc. required for proper completion of work We all other charges and taxes The finished surface to be level uniform and free from streks and holes |
| 97 | Disposal of surplus earth from the site of work upto a distance of 5.0 Km or As directed by Engineer in charge including loading, unloading and carting etc. all complete. |
| 98 | Provision for protection to electric and telephone cables during excavation. |
| 99 | Providing and Installing Steel product pipe of 8 mm thickness by HDD method including preparing and setting up the plant and equipment, preparing new pipe-work material, installing new pipe-work and Commissioning system or making the system ready for commissioning by HDD operation including, all related civil and mechanical works like excavation, shoring/strutting, etc. driling. stringing, reaming, and pulling back the new pipe-work on the designed bore path alignment, proper disposal of drilling fluid and back fill of site after completion all inclusive as per IndSTT:101-2018: Code of Practice for Horizontal Directional Drilling Technique Suiting Indian Conditions. only casing (for drain with less than 2 m) |
| 100 | Steel Pipes above 200 mm & upto 300 mm diaIn Soft Soil |
| 101 | Steel Pipes above 300 mm & upto 450 mm diaIn Soft Soil |
| 102 | Steel Pipes above 450 mm & upto 700 mm diaIn Soft Soil |
| 103 | Supply of labour for cleaning of side drains filled with earth during progress of work (8 sweepers per day for 24 months) including all T&P etc complete. |
| 104 | Supply of granular material (well graded crushed rock or gravel maximum size 20mm) for class B bedding (granular bedding) only below AC pipes. |
| 105 | Bedding of Sewer Pipe for different Class as per below with supply and placing of all material labur T&P etc. complete. |
| 106 | Class Ab |
| 107 | Class Ac |
| 108 | Class Ad |
| 109 | Mild steel or iron work in plain work such as R.C.C. or R.B. Work, wrought to required shape, as necessary including bending for proper completion of work including supply of steel and wastage. |
| 110 | Filling granular material (well graded crushed rock or gravel maximum size 20mm) into the trenches for class B bedding (granular bedding) including carting of all materials, labour, T&P etc. required for proper completion of work. |
| 111 | For depths 0.0-1.50m |
| 112 | For depths 1.50-3.0m (5.85%) |
| 113 | For depths 3.0-4.50m (12.70%) |
| 114 | For depths 4.50-6.00m (21.30%) |
| 115 | For depths 6.0-7.50m (30.60%) |
| 116 | Pumping of subsoil water to keep trenches dry during excavation and construction work related to deep sewer in following depth. |
| 117 | For depths 3.0-4.50m |
| 118 | For depths 4.50- 6.00m |
| 119 | For depths 6.00-7.50m |
| 120 | Provision for laying of sewer line by trenchless technology including supply of different sizes MS casing and DI K-7 pipe with restrained joint (3.00 -4.00 m E-Lock) , labour T&P, dewatering, barricading etc. required for proper completion of the work.( thickness of casing pipe will be as per design subject to minimum thickness of 10 mm (MAKE as approved by department) including 400 micron PU coating on inner surface and 400 micron bituminious coating on outer surface of casing pipe)( for carrier pipes less than 600 mm the size of casing will be minimum 600 mm) |
| 121 | 250 mm |
| 122 | 300mm |
| 123 | 350mm |
| 124 | 400mm |
| 125 | 450mm |
| 126 | 500mm |
| 127 | 600mm |
| 128 | 700mm |
| 129 | 800mm |
| 130 | 900mm |
| 131 | Shifting of existing water supply line falling in alignment of sewer line while excavation including all labour material T&P etc complete in all respect. |
| 132 | Restoration of damaged water supply connection while excavation for sewer works including making pit for repair, all labour material T&P , back filling of trench etc. complete in all respect upto satisfaction of engineer in charge. |
| 133 | Provision for Local sand filling and its compaction in trenches after laying of sewer line as required by PWD or as directed by engineer in charge for proper completion of the work in all respect FOR at Site. |
| 134 | Supplying and wrapping of geotextile sheet of minimum 400 micron at every joint of pipe in 1 meter width ( 0.5 m on both side of joint of pipe) including all labour material T&p etc complete in all respect. |
| 135 | Supply of all material, labour T&P etc complete and construction of Sewage Pumping Station by well sinking as detailed drawing and design approved by competent authority including the following works: Capacity 37.5 MLD (Peak discharge) Cost of Underground sump and pump house. Cost of Metering Room/ HT Panel Room Transformer and Generation Platform Screen Channel and bye-pass arrangement to nearest existing Nalla. Rising main, Gate Valve and Gate valve chamber Boundary wall, Guard Room ,staff quarter (minimum 200 sqm) landscaping, Gate etc.as directed by engineer in charge. (Place-Madaliya Training Centre, Ashuran) |
| 136 | E/M Work of MPS |
| 137 | Pumping Plants LT panel along with other accessories |
| 138 | Screen and Gates |
| 139 | Diesel Generating Set (250 KVA) |
| 140 | 11/0.40 KV 250KVA Electric Sub station |
| 141 | Safety items (Personal protective Equipment) |
| 142 | Cost of 3 months Trial run |
| 143 | Supply of all material, labour T&P etc complete and construction of Sewage Pumping Station by well sinking as detailed drawing and design approved by competent authority including the following works: Capacity 27 MLD (Peak discharge) Cost of Underground sump and pump house. Cost of Metering Room/ HT Panel Room Transformer and Generation Platform Screen Channel and bye-pass arrangement to nearest existing Nalla. Rising main ,Gate Valve and Gate valve chamber Boundary wall, Guard Room ,staff quarter(minimum 200 sqm) landscaping , Gate etc.as directed by engineer in charge (Place-Bichiya Bridge) |
| 144 | E/M Work of MPS |
| 145 | Pumping Plants LT panel along with other accessories |
| 146 | Screen and Gates |
| 147 | Diesel Generating Set (160 KVA) |
| 148 | Electric Sub station |
| 149 | Cost of 3 months Trial run |
| 150 | Supply of Special Purpose Vehicle Mounted Combination Section Cum Jetting Machine of Total Volume of Tank 10000 Ltr. (fresh water 5000 litre & sludge water 5000 litre). Vaccume pump free air delivery 4100 cum./ltr Pressure 1 Bar & Power 151 HP. Jet Pump 267 LPM flow/ 155 bar pressure and power 110 HP and chassis GVW 19 Ton Engine output minimum 180 HP equipment dimension lenght 8565mm approx,height 2585mm approx,over all width 2400 mm approx, over all height 3765 mm approx. |
| 151 | Sewer house connection |
| 152 | Dismentaling of different type of following type roads surfaces For sewer line from S.C.C. to M.H., for sewer line from S.C.C. to I.C.C and from H.C.C. To individual house connection for construction of 43604 Nos house connection including labour material etc. complete in all respect as instruction by Engineer encharge. |
| 153 | B.O.E |
| 154 | C.C. Roads |
| 155 | Bitumin road |
| 156 | Interlocking tiles |
| 157 | Construction of Sewer connecting chambers for two connections of size 0.6x0.6x0.75m |
| 158 | Laying of Sewer line from sewer connecting chamber to IC Chamber using 110 mm DWC Pipe |
| 159 | Laying of Sewer line from sewer connecting chamber to M.H using 150mm AC pipe Class I |
| 160 | Sewer inter connecting chamber to intercept the waste water from toilet,kitchen and bathroom 0.3x0.3x0.45m |
| 161 | Making/Laying Domestic Sewer Connection using 100 mm PVC pipe of 6 kg/cm2 in foul condition |
| 162 | Permanenet reinstatement of different type of road surface |
| 163 | Permanent Reinstatement of road required for making house connections as per the following road types:-(For Sewer connection from house to S.C.C.- 43604 Nos. and S.C.C. to M.H. -21802 Nos.) |
| 164 | B.O.E |
| 165 | C.C. Roads |
| 166 | Bitumin road |
| 167 | Interlocking tiles |
| 168 | Supplying and laying of Rising main pipe DI-K-9 of following sizes conforming to IS : 8329 : including all labour material T&P etc complete in all respect. |
| 169 | 700 mm dia K-9 for LHS |
| 170 | 450 nn dia K-9 for RHS |
| 171 | Supply of D.I. S/S or flanged Specials conforming to I.S. 8329/2000 Suitable for above Ductile Iron pipe F.O.R destination including all Taxes and insurance. |
| 172 | Providing and fixing C.I. sluice valves (motorised) complete with fittings etc complete in all respect. |
| 173 | 700 mm. dia. For LHS |
| 174 | 450 mm dia for RHS |
| 175 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete. (100 mm dia) |
| 176 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depthupto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, includingconsolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :600 mm dia DIK-9 Pipe |
| 177 | 0-1.50 m depth |
| 178 | 1.5 to 3.0 m depth |
| 179 | Bedding for DI Pipe laying considering uplift |
| 180 | Supply & filling granular material (well graded crushed rock or gravel maximum size (20 mm)into the trenches for class B bedding (granular bedding) including carting of all materials, labour, T&P etc. required for proper completion of work. |
| 181 | Supply and provising P.C.C. With 20 mm gauge stone ballast, Course sand and cement in proportion of (1:3:6) in foundations and floors including supply of all materials, Labour, T&P etc. required for proper completion of work. |
| 182 | Supply and provising Concrete With 20 mm gauge stone ballast, Course sand and cement in proportion of RCC M-25 (1:1:2) in foundations and floors including supply of all materials, Labour, T&P etc. required for proper completion of work. |
| 183 | Dismentaling of Bituminous road of surface including sorting out and staking of serviceable materials of disposal of unserviceable materials up to a distance 1km .Etc complete. |
| 184 | Reinstatement Bituminous road of surface including sorting out and staking of serviceable materials of disposal of unserviceable materials up to a distance 1km . Etc complete. |
| 185 | Carting from the store The following sizes of D.I. double pipe k-9 and specials to the site of work lowering them in to trenches and laying true to alignment and gradient including jointing, testing of pipeline and including supply of jointing material such as nut & bolts, rubber insertion, white lead etc. com- plate but excluding cost of trenching and cutting of pipes etc. For making of lengths but including making joints. |
| 186 | 700 mm. dia. For LHS |
| 187 | 450 mm dia for RHS |
| 188 | Providing R.C.C. Thrust Blocks at various bends M-25 R.C.C. works |
| 189 | Providing Reinforcement in Thrust Blocks at various bends for bedding |
| 190 | Supply of all materials, labour T&P etc. required and construct RCC sluice valves & air valves chamber as per type design including supply and materials labour, T&P etc. complete. |
| 191 | Supplying and fixing of Flap Gate at the outlet of Rising Mains for 700 mm dia for LHS |
| 192 | Supplying and fixing of Flap Gate at the outlet of Rising Mains for 450 mm dia for LHS |
| 193 | Solar Work |
| 194 | Design, supply, installation / erection, testing & commissioning ground mounted Solar Power Plants of about 1060 KW-Grid Tied (for detailed specification refer scope of work in tender document) including all labour, material, T&P , taxes (excl GST) complete in all respect upto the satisfaction of Engineer-In-Charge |
| 195 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-30 of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Dia-450 mm |
| 196 | Concrete with 40mm gauge stone ballast, Coarse sand and cement in proportion of (8:4:1) in foundations and floors, T&P etc. required for proper completion of the work. |
| 197 | R.C.C. work with cement, coarse sand and 20mm Gauge approved stone ballast in M-30 grade excluding supply of Reinforcement and its bending but including its fixing and binding the same with 0.50 mm thick binding wire (to be supplied by the contractor) including necessary centering and shuttering, supply of all materials labour, T&P etc. Reuired for poper completion of the work. |
| 198 | Supplying , cutting, fixing steel Fe-500 for RCC work in pile including all labopur material T&P etc complete in all respect. ( 20 mm dia main bar 6 no., 8 mm dia ring at spacing of 100 and 150 mm c/c) Please Enable Macros to View BoQ information |
