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| 1 | Civil and E&M Work |
| 2 | S.T.P. with CO- TREATMENT PLANT. |
| 3 | Survey, soil investigation, quantitative and qualitative testing, hydraulic and structural design/ drawing (including vetting from any renowned Engineering Institution) Supply of all labour, material,T&P etc and Construction of Sewage Treatment Plant of 7.50 mld Capacity With 9.00 KLD Co treatment including Pre- Treatment(Latest Independent Technology). The cost includes cost of suitable foundation, Inlet chamber, pre-Treatment units (including one stand-by unit), Primary/Secondary treatments, Disposal of treated sewage by gravity, Sludge thickening, Sludge dewatering. The STP shall be fully automatic based on PLC/ SCADA with real time remote monitoring system and Online effluent monitoring system with provision for access from state level Master Control Station having state of art turbo-blowers, inlet/outlet analysers, corrossion resistant (SS-316) motorised actuator operated gates. The STP shall also have flow meters installed at inlet, outlet and bypass, Level sensors, DO/PH/BOD/TSS Monitors in reactors,Inlet and outlet and other required instrumentations including IP based CCTV cameras installed at various location during construction and O&M period. The Cost also includes DG sets,Electric Substation, Transformers,Pumps and HT/LT/Control Panels, Laboratory, Store room, admin block, and other required buildings including toilet for labours and staff.The quality of treated effluent shall be as per CPHEEO Manual/NGT Norms for agricultural uses, which is PH-6.5 TO 8.3, SS-30 mg/l, Oil&Grease-10 mg/l, BOD 10mg/l, COD-30 mg/l, Residual chlorine-nil, TKN-10mg/l, NitrateN-10 mg/l, F.C.-230 MPN/100ml, Dissolved P-5mg/l (preferable2mg/l) or its latest ammendments. The STP shall be able to treat the sewage and cotreatment of raw sewage having concentration level as per the CPHEEO Manual.(Civil Works 60% and E&M Work 40%) |
| 4 | MAIN PUMPING STATION 8 M DIA (9.50 M DEPTH) |
| 5 | Soil investigation, design/ drawing (hydraulic and structural, E&I etc), Supply of all labour ,material T&P etc, and Construction of MPS of 8 M DIA (9.50 M DEPTH) average flow 25.57 MLD (peak factor 2.25 i.e. 57.54 MLD peak flow) interconnection of gravity main in MPS and rising main into STP inlet at proper level and alignment including hydraulic testing, Metering room, H.T. panel room, Transformer and D.G.platform, screen channel, Gate valve chamber, Sluice valve chamber, Air valve chamber, common header chamber, bypass system etc complete for proper completion of work in all respect. including Supply and Installation of Raw sewage Pumping Plants, Screen & gates, D.G. Set, Electric Sub Station, Safety Items for MPS and 3 Months Trial and Run for MPS (Including Electricity charges, Oil & Lubricant, Staff for Operation & Maintenance) |
| 6 | INTERMEDIATE PUMPING STATION 6 M DIA (7.00 M DEPTH) |
| 7 | Soil investigation, design/ drawing (hydraulic and structural, E&I etc), Supply of all labour ,material T&P etc, and Construction of IPS of 6 M DIA (7.00 M DEPTH) average flow 5.01 MLD (peak factor 2.25 i.e. 11.31 MLD peak flow) , interconnection of gravity main in IPS and rising main into MPS inlet at proper level and alignment including hydraulic testing, Metering room, H.T. panel room, Transformer and D.G.platform, screen channel, Gate valve chamber, Sluice valve chamber, Air valve chamber, common header chamber, bypass system etc complete for proper completion of work in all respect including Pumping Plants, Screen & gates, D.G. Set, Electric Sub Station, for IPS & 3 Months Trial and Run for IPS (Including Electricity charges, Oil & Lubricant, Staff for Operation & Maintenance) |
| 8 | Rising Main from IPS to MPS and from MPS to STP |
| 9 | Hydraulic Design, Structural Design and Supply of following sizes DI pipes Class K-7 including all joints materials, such as rubber gaskets cartage to site store, loading, unloading, insurance, taxes exercise etc. |
| 10 | 250 mm dia (From IPS to MPS) |
| 11 | 400 mm dia (From MPS to STP) |
| 12 | Excavation for sewer pipe line in ordinary/kankar soil in trenches with lift upto 1.5m and lead upto 50m refilling of excavated earth into trenches and removal and disposal of surplus earth with in a distance of 50m from centre of the trenches. |
| 13 | In ordinary soil (0.00-1.50) |
| 14 | Carting of following sizes of pipes and specials from store to site of works (within 8 Kms.) and lowering them into trenches and laying true to alignment including jointing, testing and cutting of pipes. |
| 15 | 250 mm dia |
| 16 | 400 mm dia |
| 17 | Supply of following sizes of CI D/F non rising GM spindle type scour valve with cap. Class-10 (working pressure 10 Kg./cm² conforming to IS:790 at site store. |
| 18 | 250 mm dia |
| 19 | Carting of scour valve of following sizes to site of work, lowering in already prepared trenches and fixing them in position, making flange joints including supply of all materials, such as bolts, nuts, rubber insertion, white lead, testing etc. complete. |
| 20 | 250 mm dia |
| 21 | Supply of all materials, labour, T&P etc. and construct scour valve chamber as per type design. |
| 22 | Masonary type |
| 23 | Supply of following size double ball CI air valves with gun metal sheet. |
| 24 | 50 mm dia |
| 25 | Cartage of following size double ball CI air valves with gun metal sheet. |
| 26 | 50 mm dia |
| 27 | Supply of all materials, labour, T&P etc. and construct air valve chamber as per type design. |
| 28 | Dismantling of roads for laying sewers including sorting out and stacking of serviciable materials, and diposal of unserviciable materials upto a distance of 60m and its reinstatement after filling and proper compaction of trenches. |
| 29 | Bitumen Road |
| 30 | Re-intstatement of roads for laying sewers including sorting out and stacking of serviciable materials, and diposal of unserviciable materials upto a distance of 60m and its reinstatement after filling and proper compaction of trenches. |
| 31 | Bitumen Road |
| 32 | Sewer Line Installation and Pressure pipe Installation:- Installation of HEPE product pipe by HDD method for on grade gravity sewer including preparing and setting up the plant and equipment, preparing new pipe-work material, making of entry & exit pits upto 3 meter depth, installing new pipe-work and commissioning system or making the system ready for commissioning by HDD operating including, all related civil and mechanical works like excavation, shoring/ strutting, etc. drilling, stringing, reaming, and pulling back the new pipe work on the designed bore path alingment, 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. |
| 33 | 250 mm dia to 315 mm outer dia. |
| 34 | Survey, Discharge Measurment, Design/Drawing (Hydraulic, Structural) and supply of all materials, labour & T&P etc.excavation, PCC,RCC work and Construction of Collection Chamber at Drains including survery , design, drawing etc complete as per Design/Drawing and instructed by Engineer In Charge |
| 35 | Survey, Discharge Measurment, Design/Drawing (Hydraulic, Structural) and supply of all materials, labour & T&P etc.excavation, PCC,RCC work and Construction of Tapping arrangement of all Drains including survery , design, drawing etc complete as per Design/Drawing and instructed by Engineer In Charge |
| 36 | INTERCEPTOR TRUNK MAIN AND APPURTENANT WORKS UPTO MPS(CSZ AREA) |
| 37 | Provide,erect and remove casurina pole three tier barrcading using poles of 100 mm dia and 1.50 height above ground level (0.30 m BGL) fixed vertically @ 2.5 m c/c and horizontally @ 0.50 m and tied with coir rope firmly. |
| 38 | Suvery Design/Drawing and Excavation for following depth below ground level for laying of sewers, manholes, gulley pits, sumps etc. in ordinary soil including cutting of joints pits, triming, dressing, leveling, refilling of trenches in 15 cm layer. @ 70% of total Quantity |
| 39 | (A) Ordinary soil |
| 40 | A. 0.00 - 1.50 m. depth |
| 41 | B. 1.50 - 3.00 m. depth |
| 42 | C. 3.00 - 4.50 m. depth |
| 43 | D. 4.50 - 6.00 m. depth |
| 44 | E. 6.00 - 7.50 m. depth |
| 45 | Granular bedding with well graded granular material including including suupply of material, labour, T&P etc.required for the proper completion of work |
| 46 | a. 0.00 - 1.50 m. depth |
| 47 | b. 1.50 - 3.00 m. depth |
| 48 | c. 3.00 - 4.50 m. depth |
| 49 | d. 4.50 - 6.00 m. depth |
| 50 | e. 6.00 - 7.50 m. depth |
| 51 | Cement concrete work in bedding below G.L. at specified depth with cement, coarse sand and 20 mm guageapproved stone ballast (1:2:4) including supply of all materials, labour, T&P etc. required for proper completion of work. |
| 52 | b. 3.00 - 4.50 m. depth |
| 53 | c. 4.50 - 6.00 m. depth |
| 54 | c. 4.50 - 6.00 m. depth |
| 55 | PCC work in bedding below ground level at special depth with well graded crushed roack of gravel maximumsize 25 mm or PCC 1:4:8 |
| 56 | b. 1.50 - 3.00 m. depth |
| 57 | c. 3.00 - 4.50 m. depth |
| 58 | d. 4.50 - 6.00 m. depth |
| 59 | E. 6.00 - 7.50 m. depth |
| 60 | Provide and fix open timbering (covering 1/3rd surface area by planks) in trenches for the depth from 0.00 to 3.00 m. below ground level consisting of 4.00 cm. thick approved country wood planks for polling boards (125 cm x 75 cm) Indian sal wood waller. |
| 61 | (a) 0.0 - 3.00 m |
| 62 | Same as above but for close timbering below ground level with 50 mm. Thick country wood planks 150 mm. X 75 mm. Indian sal wood walers and 125 mm. Thick sal ballies. |
| 63 | 3.00 - 6.00 m. depth |
| 64 | 6.00 - 9.00 m. depth |
| 65 | Same as items N. 6 but left in Trenchess (used timbering) |
| 66 | 3.00 - 6.00 m. depth |
| 67 | 6.00 - 9.00 m. depth |
| 68 | Supply of following type RCC NP-3/NP-4 pipe with SS ends with epoxy coating as per IS 458-2003 (Ammended upt ot date including all taxes (Central and local) with rubber gasket as per IS 5382/1985 or (Ammended up to date) including laying and jointing, transportation, labour required loading and unloading and stacking etc. (excluding cost of laying and jointing testing and commissioning) The pipe shall be ISI marked. |
| 69 | For RCC Sewer Pipes NP3/NP4 |
| 70 | 200mm dia |
| 71 | 250mm dia |
| 72 | 300 mm dia |
| 73 | 600 mm dia |
| 74 | Carting of following sizes of pipes including transportation, loading and unloading and R.C.C. non pressure pipes class NP3 Pipe socket/spigot rubber ring jointing and specials from store to the site of work lowering the same into trenches in the following depth below ground level, true to alignment, caulking the joints withnecessary open yarn soaked. |
| 75 | For RCC NP-3 Pipes |
| 76 | 200 mm. Dia |
| 77 | 0.00 - 1.50 m. depth |
| 78 | 1.50 - 3.00 m. depth |
| 79 | For RCC NP-3/NP-4 Pipes |
| 80 | 250 mm. Dia |
| 81 | 1.50 - 3.00 m. depth |
| 82 | 300 mm. Dia |
| 83 | 1.50 - 3.00 m. depth |
| 84 | 3.00 - 4.50 m. depth |
| 85 | 600 mm. Dia |
| 86 | 3.00 - 4.50 m. depth |
| 87 | 4.50 - 6.00 m. depth |
| 88 | Supply of all materials, labour and T&P and constructing Masonry Circular manhole with concentric cone at bottom top circular brick masonry in CM(1:4) with sulphate resistant cement with 12mm thick smooth plaster on both side in CM 1:4 with suphate resistant cement including foundation concrete 250mm thick and haunches and channels in CC 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. foot steps, 1:2:4 coping and providing and fixing of approved make and quality SRRC frame as per IS-12592 and cover of 600 mm dia etc. with provision of placing and removing mild steel shoring box wherever required upto depth 4.95m and 9m respectively complete as directed by Engineer-in-charge. Following sizes as per type design and drawing |
| 89 | 900 mm internal dia, 1.65 m deep |
| 90 | 1200 mm internal dia, 2.30 m deep |
| 91 | 1500 mm internal dia, 4.95 m deep |
| 92 | 1800 mm internal dia, 9.00 m deep RCC Manhole due to water level is up |
| 93 | Increase/decrease in manhole shaft for every additional depth in following size of circular manhole. |
| 94 | 1200 mm internal dia, 2.30 m deep |
| 95 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 10 Kms. From the site of work and including watering, dressing etc. Rate to include the cost of all materials, labours T&P etc. required for proper completion of work. (1% of the total excavated value for filling under road work, pipeline, and around manholes.) |
| 96 | Dismantling of roads for laying sewers including sorting out and stacking of serviciable materials, and diposal of unserviciable materials upto a distance of 60m and its reinstatement after filling and proper compaction of trenches. |
| 97 | Bitumen Road |
| 98 | Permanent reinstatement of road including supply of all materials, labour, T&P etc. required for propercompletion of work. |
| 99 | Reinstatement of Road after Laying of pipe in Internal Bitumen Road including sand filling, GBM 125mm thick compacted layer, WBM 150mm thick, priming coat, bitumen emulsion over priming coat, BM 40mm thick and 25mm thick SDBC etc. |
| 100 | Disposal of surplus earth from the site upto the working site of Intercepting sewer |
| 101 | Survey site Investigation Planning design Drawings as per State Road manual and vetting / checked from State Road Divisional Office and taking NOC for trenchless crossing of National highway road and Railway track(crossing length 15m to 25m ) Road for of required dia Sewer main pipe with casing pipe as required for proper completion of work required size of MS casing pipe as per drawing and as per (IS:3589 & made from confining to IS:2062) with 750 Micron PU coating internally and 250 micron anti corrosive bituminous paint externally by trenchless technology method at an average depth 3.60 mtr from normal ground level up to top of casing pipe including excavation & filling of Pit Dewatering arrangement Supporting system for soil also including supply and fixing of 2 no Sluice valve ISI Mark construction of sluice valve chamber etc. all complete work including supply & fixing specials in carrier pipe over main pipe as per specification given in the bid documents including supply of all materials labour T&P etc. for proper completion of work as per instruction of Engineer. |
| 102 | State Highway road crossing (Dia 900 mm) |
| 103 | Shifting of existing services like cable, telephone cable, gas pipe line, etc during the execution of work as per requirement |
| 104 | Bailing out or Pumping out Subsoil water below 4.5 m depth and above |
| 105 | RCC Drain with Cover |
| 106 | Site Developemnt & Approach Road from main road to stp site |
| 107 | Supply of all materials, labour T&P etc. for construction of boundary wall as per departmental type design at STP Campus required for proper completion of work. |
| 108 | Supply and fixing of 3.60 m wide main gate & 1.20 m wide wicket gate including construction of pillars as per departmental type design including supply of all materials, labour, T&P etc. required for proper completion of works. |
| 109 | Supply of all materials, labour T&P etc. and construct Interlocking road in STP compound. |
| 110 | Interlocking road for approach upto STP Site Please Enable Macros to View BoQ information |
