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| 1 | SCHEDULE G-1- Construction of RCC Overhead Tank |
| 2 | Construction of RCC Overhead Tank of 1750 KL Capacity at 25 m Staging from made up level (Made Up Level of OHT shall be taken as minimum 0.60 m above from nearby existing approach road level) |
| 3 | Submission of design, drawing and supply of all material, labour T&P etc. and construction as per tenderer's own provided seismic proof design and drawings (approved by the department) complete Intze type tank, on raft or pile cum raft foundation with columns and braces R.C.C. Over Head Tank 1750 KL capacity at 25 m staging from made up level of OHT at site to the top of bottom ring beam of tank. Made up level of OHT will be taken as 0.60 m above from nearby existing approach road level. Earth required for made up level & Brick work required for apron will be arranged by the contractor at his own cost. No extra payment will be paid for this work. The design of the tank shall be based on safe bearing capacity of soil at site as 8 T/m2 and depth of foundation as 2.50 m from existing ground level on pile/raft foundation. If the bearing capacity of soil is found less than 8 T/m2 as per test report, the contractor will submit the design on the B.C. proposed by the NABL approved reputed testing agency. No extra payment will be made for this change. If the B.C. is found more than 8 T/m2 as per testing report than the design of OHT shall be done at B.C 8 T/m2 and depth 2.50 m or the depth suggested by testing agency (greater of the two depths). All other details of tank not covered here shall also be as per specifications enclosed. ITEM 1.03 & 1.04 ARE SOME DETAILS (NOT LIMITED TO) OF WORK WHICH ARE TO BE DONE DURING CONSTRUCTION OF OHT AND THEIR COST IS INCLUDED IN ITEM 1.02. (NO EXTRA PAYMENT WILL BE CLAIMED/MADE). |
| 4 | Soil testing Submission of detailed design and drawing including its vetting shall be done from any recognized Government University such as I.I.T./NIT/State Govt./ Centre Govt. institutions / organizations or as per direction of Engineer-in-charge. R.C.C. work will be strictly as per approved design including fixing various pipes and S.S ventilator at the top and fixing of S.S. sheet of 10 mm gauge manhole cover of 60 cm x 60 cm size with frame and locking arrangement and railing including supply of all material complete in all respect. Water bar's / water stoppers of 18mm gauge and 30 cm wide (15cm below the joint and 15cm above the joint) along the joint of cylindrical wall of over head tank at every lift / joint should be provided.Supply and fixing of S.S. ladder, inside the tank body from roof to the bottom dome of the tank in a slope of 3: 1 (3 vertical: 1 horizontal) with railing as specified.Railing on staircase & its landings, all around balcony & top dome for access up to ventilator as per specifications including supply of all material. Railing shall be provided in three rows of G.I. pipe (medium) 20mm dia. (min.). Box type enclosure at the entrance of the staircase upto first landing having locking arrangement should be provided.Supply and fixing of digital water level indicator along with all necessary equipments such as inverter etc. as per specifications and fixing of lightening arrestor, conductor and earth plate etc. as per specifications.Cost Included in Item 1.02 |
| 5 | Supply of all materials and construction of 100 mm thick R.C.C. floor apron and 15 cm dia. semi circular drain around apron in a slope towards wash out chamber with glass strips, with base concrete 1:3:6 with stone ballast of thickness 150mm.Three coats of approved quality and shade of Apex ultima Paint as per direction of Engineer-in-charge over concrete work including supply of all materials etc. Three coats of anti corrosive / aluminum / black Japan paint of approved quality on all iron work including supply of all material, labour and T&P etc complete in all respect.Supplying and fixing of all required sizes CI. D/F sluice valves kirloskar make , RCC overflow chamber & Sluice Valve Chamber as per relevant latest I.S. specifications at below ground level or as per direction of E/I including supply of all jointing and other make materials such as rubber insertion sheet, nut bolts, washer etc, complete as per Specifications. Supply and fixing of DI Class K-9 pipes:- 250 mm dia in inlet (2 nos), 400 mm dia in outlet; 400 mm dia in overflow;150 mm dia in washout. The words U.P. Jal Nigam (Urban), year of construction, capacity of O.H.T. with staging and slogan approved by Engineer in charge shall be painted prominently in Block Letters not less than 30 cm in height. Testing of tank for water tightness as per specifications enclosed/ as per CPHEEO Manual including supply of water. Trial & Run of 3 months, maintenance of work ( till handing over or date of shedule complision whichever is later) and defect liability period of 12 months after handing over to Nagar Palika Parishad Muzaffarnagar including supply of all materials, labour, T&P etc. complete in all respect.Cost Included in Item 1.02 |
| 6 | Construction of RCC Overhead Tank of 450KL Capacity at 22 m Staging from made up level (Made Up Level of OHT shall be taken as minimum 0.60 m above from nearby existing approach road level) |
| 7 | Submission of design, drawing and supply of all material, labour T&P etc. and construction as per tenderer's own provided seismic proof design and drawings (approved by the department) complete Intze type tank, on raft or pile cum raft foundation with columns and braces R.C.C. Over Head Tank 450 KL capacity at 22 m staging from made up level of OHT at site to the top of bottom ring beam of tank. Made up level of OHT will be taken as 0.60 m above from nearby existing approach road level. Earth required for made up level & Brick work required for apron will be arranged by the contractor at his own cost. No extra payment will be paid for this work. The design of the tank shall be based on safe bearing capacity of soil at site as 8 T/m2 and depth of foundation as 2.50 m from existing ground level on pile/raft foundation. If the bearing capacity of soil is found less than 8 T/m2 as per test report, the contractor will submit the design on the B.C. proposed by the NABL approved reputed testing agency. No extra payment will be made for this change. If the B.C. is found more than 8 T/m2 as per testing report than the design of OHT shall be done at B.C 8 T/m2 and depth 2.50 m or the depth suggested by testing agency (greater of the two depths). All other details of tank not covered here shall also be as per specifications enclosed. ITEM 1.07 & 1.08 ARE SOME DETAILS (NOT LIMITED TO) OF WORK WHICH ARE TO BE DONE DURING CONSTRUCTION OF OHT AND THEIR COST IS INCLUDED IN ITEM 1.06. (NO EXTRA PAYMENT WILL BE CLAIMED/MADE). |
| 8 | Soil testing Submission of detailed design and drawing including its vetting shall be done from any recognized Government University such as I.I.T./NIT/State Govt./ Centre Govt. institutions / organizations or as per direction of Engineer-in-charge. R.C.C. work will be strictly as per approved design including fixing various pipes and S.S ventilator at the top and fixing of S.S. sheet of 10 mm gauge manhole cover of 60 cm x 60 cm size with frame and locking arrangement and railing including supply of all material complete in all respect. Water bar's / water stoppers of 18mm gauge and 30 cm wide (15cm below the joint and 15cm above the joint) along the joint of cylindrical wall of over head tank at every lift / joint should be provided. Supply and fixing of S.S. ladder, inside the tank body from roof to the bottom dome of the tank in a slope of 3: 1 (3 vertical: 1 horizontal) with railing as specified. Railing on staircase & its landings, all around balcony & top dome for access up to ventilator as per specifications including supply of all material. Railing shall be provided in three rows of G.I. pipe (medium) 20mm dia. (min.). Box type enclosure at the entrance of the staircase upto first landing having locking arrangement should be provided. Supply and fixing of digital water level indicator along with all necessary equipments such as inverter etc. as per specifications and fixing of lightening arrestor, conductor and earth plate etc. as per specifications.Cost Included in Item 1.06 |
| 9 | Supply of all materials and construction of 100 mm thick R.C.C. floor apron and 15 cm dia. semi circular drain around apron in a slope towards wash out chamber with glass strips, with base concrete 1:3:6 with stone ballast of thickness 150mm.Three coats of approved quality and shade of Apex ultima Paint as per direction of Engineer-in-charge over concrete work including supply of all materials etc. Three coats of anti corrosive / aluminum / black Japan paint of approved quality on all iron work including supply of all material, labour and T&P etc complete in all respect.Supplying and fixing of all required sizes C.I. D/F sluice valves kirloskar make , RCC overflow chamber & Sluice Valve Chamber as per relevant latest I.S. specifications at below ground level or as per direction of E/I including supply of all jointing and other make materials such as rubber insertion sheet, nut bolts, washer etc, complete as per Specifications. Supply and fixing of DI class K-9 pipes:- 150mm dia in inlet (02 nos); 250 mm dia in outlet; 250 mm dia in ove flow, 100 mm dia in was out.The words U.P. Jal Nigam (Urban), year of construction, capacity of O.H.T. with staging and slogan approved by Engineer in charge shall be painted prominently in Block Letters not less than 30 cm in height.Testing of tank for water tightness as per specifications enclosed/ as per CPHEEO Manual including supply of water. Trial & Run of 3 months, maintenance of work (till handing over and defect liability period of 12 months after handing over or date of shedule complision whichever is later) to Nagar Palika Parishad Muzaffarnagar including supply of all materials, labour, T&P etc. complete in all respect.Cost Included in Item 1.06 |
| 10 | Construction of RCC Overhead Tank of 750KL Capacity at 22 m Staging from made up level (Made Up Level of OHT shall be taken as minimum 0.60 m above from nearby existing approach road level) |
| 11 | Submission of design, drawing and supply of all material, labour T&P etc. and construction as per tenderer's own provided seismic proof design and drawings (approved by the department) complete Intze type tank, on raft or pile cum raft foundation with columns and braces R.C.C. Over Head Tank 750 KL capacity at 22 m staging from made up level of OHT at site to the top of bottom ring beam of tank. Made up level of OHT will be taken as 0.60 m above from nearby existing approach road level. Earth required for made up level & Brick work required for apron will be arranged by the contractor at his own cost. No extra payment will be paid for this work. The design of the tank shall be based on safe bearing capacity of soil at site as 8 T/m2 and depth of foundation as 2.50 m from existing ground level on pile/raft foundation. If the bearing capacity of soil is found less than 8 T/m2 as per test report, the contractor will submit the design on the B.C. proposed by the NABL approved reputed testing agency. No extra payment will be made for this change. If the B.C. is found more than 8 T/m2 as per testing report than the design of OHT shall be done at B.C 8 T/m2 and depth 2.50 m or the depth suggested by testing agency (greater of the two depths). All other details of tank not covered here shall also be as per specifications enclosed. ITEM 1.11 & 1.12 ARE SOME DETAILS (NOT LIMITED TO) OF WORK WHICH ARE TO BE DONE DURING CONSTRUCTION OF OHT AND THEIR COST IS INCLUDED IN ITEM 1.10. (NO EXTRA PAYMENT WILL BE CLAIMED/MADE). |
| 12 | Soil testing Submission of detailed design and drawing including its vetting shall be done from any recognized Government University such as I.I.T./NIT/State Govt./ Centre Govt. institutions / organizations or as per direction of Engineer-in-charge. R.C.C. work will be strictly as per approved design including fixing various pipes and S.S ventilator at the top and fixing of S.S. sheet of 10 mm gauge manhole cover of 60 cm x 60 cm size with frame and locking arrangement and railing including supply of all material complete in all respect. Water bar's / water stoppers of 18mm gauge and 30 cm wide (15cm below the joint and 15cm above the joint) along the joint of cylindrical wall of over head tank at every lift / joint should be provided.Supply and fixing of S.S. ladder, inside the tank body from roof to the bottom dome of the tank in a slope of 3: 1 (3 vertical: 1 horizontal) with railing as specified.Railing on staircase & its landings, all around balcony & top dome for access up to ventilator as per specifications including supply of all material. Railing shall be provided in three rows of G.I. pipe (medium) 20mm dia. (min.). Box type enclosure at the entrance of the staircase upto first landing having locking arrangement should be provided.Supply and fixing of digital water level indicator along with all necessary equipments such as inverter etc. as per specifications and fixing of lightening arrestor, conductor and earth plate etc. as per specifications.Cost Included in Item 1.10 |
| 13 | Supply of all materials and construction of 100 mm thick R.C.C. floor apron and 15 cm dia. semi circular drain around apron in a slope towards wash out chamber with glass strips, with base concrete 1:3:6 with stone ballast of thickness 150mm.Three coats of approved quality and shade of Apex ultima Paint as per direction of Engineer-in-charge over concrete work including supply of all materials etc. Three coats of anti corrosive / aluminum / black Japan paint of approved quality on all iron work including supply of all material, labour and T&P etc complete in all respect.Supplying and fixing of all required sizes C.I. D/F sluice valves kirloskar make , RCC overflow chamber & Sluice Valve Chamber as per relevant latest I.S. specifications at below ground level or as per direction of E/I including supply of all jointing and other make materials such as rubber insertion sheet, nut bolts, washer etc, complete as per Specifications. Supply and fixing of DI class K-9 pipes:- 150 mm dia in inlet (02 nos); 300 mm dia in outlet; 300 mm dia in overflow ,100 mm dia in wash out.The words U.P. Jal Nigam (Urban), year of construction, capacity of O.H.T. with staging and slogan approved by Engineer in charge shall be painted prominently in Block Letters not less than 30 cm in height.Testing of tank for water tightness as per specifications enclosed/ as per CPHEEO Manual including supply of water. Trial & Run of 3 months, maintenance of work (till handing over and defect liability period of 12 months after handing over or date of shedule complision whichever is later) to Nagar Palika Parishad Muzaffarnagar. including supply of all materials, labour, T&P etc. complete in all respect.Cost Included in Item 1.10 |
| 14 | SCHEDULE G-2 (Construction of pump house, chlorinating room, staff quarter, LCS/MCS room, Recharging unit, Boundary Wall with gate and approach road works) |
| 15 | Construction of pump house of size (3.6 m x 3.0 m x 3.0 m) cum chlorinating room size (2.25mx 2.25 m x 3.00 m) including supply of all materials, labour, T&P etc. complete in all respect as per direction of Engineer in Charge. As per type design of UPJN (Urban). |
| 16 | Construction of staff quarter including supply of all materials, labour, T&P etc. complete in all respect as per direction of Engineer in Charge. As per type design of UPJN (Urban). |
| 17 | Construction of office cum lab ( LCS/MCS Building ) including supply of all materials, labour, T&P etc. complete in all respect as per direction of Engineer in Charge. As per type design of UPJN (Urban). |
| 18 | Construction of boundary wall around water works compound including supply of all materials, labour, T&P etc. complete in all respect as per direction of Engineer in Charge.. (As per type design of UPJN (Urban)). |
| 19 | Supply and fixing 3.6M wide MS Gate with 1 m wide wicket gate with pillers including fabrication and supply of steel and construction of boundary pillars etc. complete in all respect as per direction of Engineer in Charge. |
| 20 | Supply & laying of 80mm cement interlocking tiles(100%new) over P.C.C. 1:6:12, 100 mm thick in cement course sand and 40 mm thick Stone ballast & 50mm spreading of local sand for approach road including supply of all materials, labour, T&P etc. complete in all respect as per direction of Engineer in Charge. |
| 21 | Recharge unit (RWH) of ground water by rooftop rainwater of pump house and water available of byepass arrangement of tubewell and washout as per drawing including supply of all material T&P to the satisfaction of E-In-C |
| 22 | RENOVATION OF DIFFERENT CAPACITY EXISTING OVER HEAD TANKS WHICH INCLUDES FOLLOWING ITEMS:-Providing and erection of scaffolding and shuttering material like challi, gurra, nail, bans, ballia, patra etc. required for complete of work on all surgace area of OHT from top dome to G.L. so as to give strong and safe plateform to workers to work on all part of OHT for repair and strengthning as per direction of engineer in-cjharge.Surface Preparation- The surface of structure to be treated for strengthning shall be reoughened properly either by raking joints or by haching the cement concrete surface with a specially made haching tool or otherwise alternatively to /make the surface rough and dust free by providing spatter key or wire brush.Injection grouting in vertical surface/wall placing and fixing nozzle by drilling machine in tank wall having minimum dia of nozzle 15mm and provide on a regular interval not exceeding 1m including construction joints. Injection of pidicrete AM (Ploymer based on shrinkage high strength grout) admisxed with cement through nozle under pressure by sump @ 250gms per bag of cement sealing the nozzle after frounting with Ploymer product mixed with cement, making tank body in working and seapage free condition.Change of steel ladder inside the tank, repair of MH cover of top dome, change of mosqeuto jali with new one complete.Supply and fixing of 20mm dia G.I.Pipe railing in stair case and balcony. (Taking only 25% new and 75% old materials)Laying and fixing of 3mm thick MS wire mesh on roof of slab for nominal reinforcement including cost of all labour, materials, T&P etc required for completion of work.25 mm thick 1:2:4 plain cement concrete flooring in apron with cement coarse sand and 20mm gauge stone ballast, laid in panels Finished with 3mm floating coat of neat cement of cement including 75mm thick base concrete of 1:4:8 including supply of all material.Painting of outer surface of OHT with wheather proof paint (like apex ultima etc.) as per direction of engineer in-charge.Painting of iron work with 1 coat primer & 2 coats of approved emultion paint as per direction of engineer incharge. |
| 23 | Zone-1 (900Kl)/18m |
| 24 | Zone-3 (1700Kl/18m) |
| 25 | Zone-4A (1500Kl/18m) |
| 26 | Zone-5 (1500Kl/18m) |
| 27 | SCHEDULE G-3 (Laying of Rising Main & Distribution pipe line & other appurtenent works) |
| 28 | Excavation of earth in ordinary soil (loam, clay or sand) for laying of pipe line including refilling, ramming, dressing, leveling of trenches in 30 cm layers and disposal of surplus earth for different size of pipe as per direction of Engineer in Charge . If any Utilities are damaged during excavation (such as telephone cables, electric cables, gas pipelines, sewer house connections, water house connection etc.), it will be repaired by the contractor at his own cost. No extra payment will be paid for this work |
| 29 | Supply of following size of pipes including all types of specials, railways frieght and cartage up to store , all taxes and duties complete as per direction of Engineer-in-charge. |
| 30 | D.I. pipe Class-K-9 |
| 31 | 250 mm dia |
| 32 | 150mm dia |
| 33 | HDPE Pipe (PE-100 PN 6) |
| 34 | 110 mm dia |
| 35 | 140 mm dia |
| 36 | 160 mm dia |
| 37 | DI Pipe Class K-7 |
| 38 | 200 mm dia |
| 39 | 250 mm dia |
| 40 | 300 mm dia |
| 41 | 350 mm dia |
| 42 | 400 mm dia |
| 43 | Carting ,laying and jointing of the following sizes of pipes into the trenches including all types of specials, cost of all jointing materials,making interconnection & specials, labour and T & P , testing etc. complete as per direction of Engineer-in-charge. If any Utilities are damaged during carting or laying or jointing (such as telephone cables, electric cables, gas pipelines, sewer house connections, water house connection etc.), it will be repaired by the contractor at his own cost. No extra payment will be paid for this work |
| 44 | D.I. pipe Class-K-9 |
| 45 | 250 mm dia |
| 46 | 150 mm dia |
| 47 | HDPE Pipe (PE-100) |
| 48 | 110 mm dia |
| 49 | 140 mm dia |
| 50 | 160 mm dia |
| 51 | DI Pipe Class K-7 |
| 52 | 200 mm dia |
| 53 | 250 mm dia |
| 54 | 300 mm dia |
| 55 | 350 mm dia |
| 56 | 400 mm dia |
| 57 | Supply and fixing & carting of following types of fittings including railway frieght, cartage up to site, all taxes and duties etc. complete. |
| 58 | (A) C. I. Sluice Valve as per latest IS specifications |
| 59 | 100 mm dia |
| 60 | 150 mm dia |
| 61 | 200 mm dia |
| 62 | 250 mm dia |
| 63 | 300 mm dia |
| 64 | 400 mm dia |
| 65 | Scour Valve 100 mm dia |
| 66 | Air Valve 20 mm dia |
| 67 | Fire Hydrants 80 mm dia |
| 68 | Supply and fixing of C.I. Double orifice type air valve 20 mm dia F.O.R. destination including all taxes and insuracne. |
| 69 | Supply of all materials, labour, T&P for construction of following types of chambers as per departmental drawing & design. |
| 70 | Sluice Valve Chamber (Masonary Type) |
| 71 | Fire Hydrant Chambers |
| 72 | Air Valve Chambers |
| 73 | Dismantling of following types of road surface for laying of pipe line Including sorting out of serviceable material and disposal of unserviceable material as per direction of Engineer in charge. |
| 74 | Bituminous road |
| 75 | Cement Concrete Road |
| 76 | Interlocking C.C. Tiles |
| 77 | BOE Road |
| 78 | Permanent reinstatement of following types of road surface after laying of pipe line Including supply of all material, labour, T&P etc. complete. It also includes necessary excavation required for preparation of trench for road reinstatement, disposal of surplus unserviceable material, watering, ramming, cleaning for proper copmpletion of work as per direction of engineer incharge. |
| 79 | Bituminous Road as per dismantled pre existing road |
| 80 | CC Road (100mm thickness of 1:2:4 cement concrete ) with base concrete 100 mm thick P.C.C. 1:4:8 in cement , coarse sand and 40mm thick stone ballast |
| 81 | 80mm thick C.C. Interlocking Tiles Road with base concrete 100 mm thick P.C.C. 1:6:12 in cement course sand and 40 mm thick Stone ballast and 50 mm thick layer of local sand including filling of jointing with local sand spreading and blinding coat of 10 mm to 25 mm deep of local sand over the entire surface with 40% new Tiles. |
| 82 | BOE Road including filling of jointing with earth spreading over the entire surface of road with 40% new bricks required for proper completion of the work. |
| 83 | Provision for crossings of nalas & any width of culvert including casing of DI pipe including supply of all material, labour T&P etc. complete in all respect as per direction of Engineer in Charge. |
| 84 | Nala crossing more up to 2.0 m |
| 85 | Making New Water House Connection with Distribution main including bailing out of water, necessary excavation for connection including supply of all material, labour , T&P etc. required for proper completion of the works as per direction of engineer - in- Charge. |
| 86 | For 110 mm dia HDPE pipes |
| 87 | For 140 mm dia HDPE pipe |
| 88 | For 160 mm dia HDPE pipes |
| 89 | For 200 mm dia DI class K-7 pipes |
| 90 | For 250 mm dia DI class k-7 pipes |
| 91 | For 300 mm dia DI class K-7 pipes |
| 92 | For 350 mm dia DI class K-7 pipes |
| 93 | For 400 mm dia DI class K-7 pipes |
| 94 | THRUST BLOCK |
| 95 | Supply of all material, labour, and T & P etc and construct R.C.C. thrust blocks |
| 96 | R.C.C. work in 1:1.5:3 |
| 97 | HYSD steel reinforcement work |
| 98 | E&MZONE-1 |
| 99 | CONSTRUCTION OF NEW TUBEWELL (300x200mm dia) |
| 100 | Transportation, Erection, Dismantling of Rig Machine and its T&P |
| 101 | Transportation, Erection, Dismantling of Compressor 250/350 PSI |
| 102 | Transportation, Erection, Dismantling of 2 Cusec/ 3 Cusec O.P. Unit and Yield test |
| 103 | Supply of Tubewell Assembly M.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect. (Note- Axial Length of Reducer without Ring shall be measured with casing pipe) 300 mm dia M.S. Pipe |
| 104 | 300 mm dia M.S. Pipe |
| 105 | 200 mm dia M.S. Plain/slotted |
| 106 | PEA-GRAVEL (As per IS:4097) 1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at site for Tubewell |
| 107 | Drilling of bore by rig machine As Per IS :2800(Part I & II): Drilling of bore by 600 mm dia bit GL to 60 mt. BGL. |
| 108 | Drilling of bore by 500 mm dia bit from 60 mt GL to 100 mt. BGL. |
| 109 | Drilling of bore by 500 mm dia bit 100 m BGL to 170 m. BGL. |
| 110 | Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding: Lowering of 300 mm dia M.S. Housing pipe from GL to 54 m.BGL |
| 111 | Lowering of 200 mm dia M.S. Plain/slotted pipe 54 m. BGL to 100 m. BGL |
| 112 | Lowering of 200 mm dia M.S. Plain/slotted pipe 100 m. BGL to 155 m. BGL |
| 113 | Development of tube well by 250 PSI air compressor and 3 cusec O.P. Unit to yield sand free discharge.Development and testing of tube well by Air Compressor. |
| 114 | Development and testing of tube Well O.P.Unit to yield sand free Discharge. |
| 115 | Chemical and Bacteriological |
| 116 | test (Analysis of water sample) |
| 117 | Logging of borehole by departmental/approved electric logger |
| 118 | PUMPING PLANT AND STABILIZER FOR NEW TUBEWELL FOR ZONE-2A |
| 119 | Supply with Installation, testing and Commissioning of 2000 lpm , 70 mtr Head Pumping Plant including 24 met coloumn pipe, NRV,CI D/F Bend 90 deg., CI A/F Tee, D/F pipe (1.5 met long-2 Nos and 1 met long- 1 No ), Earthing, Painting,Toolset, wiring of pump house (with internal&external electrification),chainpully block and all pumping plant accessories with nut bolts and rubber packing etc. |
| 120 | SITC of 150 mm dia size motor operated actuators with metal sheeted sluice valves |
| 121 | SITC of Soft starter for above 50 HP/ 37.5 KW pumpset with RS 485 Port-400V Class for above pumpset |
| 122 | SITC of 75 kva stabilizer for above pumpset |
| 123 | SITC of Pressure transmitter with display at site |
| 124 | SITC of CE/UL certified hydrostatic type sub soil water level transmitter for tubewell |
| 125 | SITC of UPS 1 kva single phase suitable for operation of instruments at tubewell, having at least 2 hr battery backup. |
| 126 | SITC of CE/UL Certifeid Electromagnetic Flow Meter 150 mm size, working on 24 V DC |
| 127 | SITC of auto Phase reversal unit of 160 amp rating with inbuilt delay and enclosure control panel etc. |
| 128 | SITC of CE/UL certifeid Surge Protecter for control panel. |
| 129 | SITC of CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters |
| 130 | Complete cabling including power cables of all equipment. |
| 131 | SITC of control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment with capacitor bank panel to improve power factor. |
| 132 | Misc. Items such as Protection Ring, Cutout, Electric resistance Rubber sheet, Transformer oil etc.-2019 |
| 133 | Coloumn Pipe 3 mtr long |
| 134 | AUTOMATIC CHLORINATION SYSTEM FOR ZONE-2A |
| 135 | SITC of Automatic Chlorination System compatible to SCADA system |
| 136 | ELECTRICAL/MECHANICAL WORK FOR NEW OHT AT ZONE-2A |
| 137 | CE/UL certifeid Radar Type level transmitter for OHT. |
| 138 | Actuator having integral starter with 400 mm dia. new metal sheeted sluice valve with postioning card and communication module will be RS 485, having extentended shaft as per site condition. |
| 139 | CE/UL certifeid 400 mm dia. Electromagnetic Flowmeter at 24 V DC suitable for OHT outlet dia |
| 140 | Chlorine analyser with MODBUS RTU as per given specification a) FRC sensors(range 0-5ppm) Having PH Compensation facility b) Analyzer with RS 485 O/P |
| 141 | Pressure Transmitter with display at site on OHT outlet |
| 142 | Installation, commissioning & testing trial for OHT |
| 143 | Lighting at Water works campus with solar panel and LED light of 3 sets |
| 144 | CONSTRUCTION OF NEW TUBEWELL (300x200mm dia) Zone-3A |
| 145 | Transportation, Erection, Dismantling of Rig Machine and its T&P |
| 146 | Transportation, Erection, Dismantling of Compressor 250/350 PSI |
| 147 | Transportation, Erection, Dismantling of 2 Cusec/ 3 Cusec O.P. Unit and Yield test |
| 148 | Supply of Tubewell Assembly M.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect. (Note- Axial Length of Reducer without Ring shall be measured with casing pipe) 300 mm dia M.S. Pipe |
| 149 | 200 mm dia M.S. Plain/slotted |
| 150 | PEA-GRAVEL (As per IS:4097) 1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at site for Tubewell |
| 151 | Drilling of bore by rig machine As Per IS :2800(Part I & II): Drilling of bore by 600 mm dia bit GL to 60 mt. BGL. |
| 152 | Drilling of bore by 500 mm dia bit from 60 mt GL to 100 mt. BGL. |
| 153 | Drilling of bore by 500 mm dia bit 100 m BGL to 170 m. BGL. |
| 154 | Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding: Lowering of 300 mm dia M.S. Housing pipe from GL to 54 m.BGL |
| 155 | Lowering of 200 mm dia M.S. Plain/slotted pipe 54 m. BGL to 100 m. BGL |
| 156 | Lowering of 200 mm dia M.S. Plain/slotted pipe 100 m. BGL to 155 m. BGL |
| 157 | Development of tube well by 250 PSI air compressor and 3 cusec O.P. Unit to yield sand free discharge. Development and testing of tube well by Air Compressor. |
| 158 | Development and testing of tube Well O.P.Unit to yield sand free Discharge. |
| 159 | Chemical and Bacteriological |
| 160 | test (Analysis of water sample) |
| 161 | Logging of borehole by departmental/approved electric logger |
| 162 | PUMPING PLANT AND STABILIZER FOR NEW TUBEWELL FOR ZONE-3A |
| 163 | Supply with Installation, testing and Commissioning of 1500 lpm , 63 mtr Head Pumping Plant including 24 met coloumn pipe, NRV,CI D/F Bend 90 deg., CI A/F Tee, D/F pipe (1.5 met long-2 Nos and 1 met long- 1 No ), Earthing, Painting,Toolset, wiring of pump house (with internal&external electrification),chainpully block and all pumping plant accessories with nut bolts and rubber packing etc. |
| 164 | SITC of 150 mm dia size motor operated actuators with metal sheeted sluice valves |
| 165 | SITC of Soft starter for above 35 hp pumpset with RS 485 Port-400V Class for above pumpset |
| 166 | SITC of 60 kva stabilizer for above pumpset |
| 167 | SITC of Pressure transmitter with display at site |
| 168 | SITC of CE/UL certified hydrostatic type sub soil water level transmitter for tubewell |
| 169 | SITC of UPS 1 kva single phase suitable for operation of instruments at tubewell, having at least 2 hr battery backup. |
| 170 | SITC of CE/UL Certifeid Electromagnetic Flow Meter 150 mm size, working on 24 V DC |
| 171 | SITC of auto Phase reversal unit of 100 amp rating with inbuilt delay and enclosure control panel etc. |
| 172 | SITC of CE/UL certifeid Surge Protecter for control panel. |
| 173 | SITC of CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters |
| 174 | Complete cabling including power cables of all equipment. |
| 175 | SITC of control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment with capacitor bank panel to improve power factor. |
| 176 | Misc. Items such as Protection Ring, Cutout, Electric resistance Rubber sheet, Transformer oil etc.-2019 |
| 177 | Coloumn Pipe 3 mtr long |
| 178 | AUTOMATIC CHLORINATION SYSTEM FOR ZONE-3A |
| 179 | SITC of Automatic Chlorination System compatible to SCADA system |
| 180 | ELECTRICAL/MECHANICAL WORK FOR NEW OHT AT ZONE-3A |
| 181 | CE/UL certifeid Radar Type level transmitter for OHT. |
| 182 | Actuator having integral starter with 250 mm dia new metal sheeted sluice valve with postioning card and communication module will be RS 485, having extentended shaft as per site condition. |
| 183 | CE/UL certifeid 250 mm dia Electromagnetic Flowmeter at 24 V DC suitable for OHT outlet dia |
| 184 | Chlorine analyser with MODBUS RTU as per given specification a) FRC sensors(range 0-5ppm) Having PH Compensation facility b) Analyzer with RS 485 O/P |
| 185 | Pressure Transmitter with display at site on OHT outlet |
| 186 | Installation, commissioning & testing trial for OHT |
| 187 | Lighting at Water works campus with solar panel and LED light of 3 sets |
| 188 | CONSTRUCTION OF NEW/REBORE TUBEWELL (300x200mm dia) Zone-4A |
| 189 | Transportation, Erection, Dismantling of Rig Machine and its T&P |
| 190 | Transportation, Erection, Dismantling of Compressor 250/350 PSI |
| 191 | Transportation, Erection, Dismantling of 1 Cusec/ 3 Cusec O.P. Unit and Yield test |
| 192 | Supply of Tubewell Assembly M.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect. (Note- Axial Length of Reducer without Ring shall be measured with casing pipe) 300 mm dia M.S. Pipe |
| 193 | 200 mm dia M.S. Plain/slotted |
| 194 | PEA-GRAVEL (As per IS:4097) 1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at site for Tubewell |
| 195 | Drilling of bore for tubewell constrution by DC/RC Rig machine complete in all respect including reqired all material, labour etc. as per IS :2800(Part I & II): Drilling of bore by 600 mm dia bit GL to 54 mt. BGL. |
| 196 | Drilling of bore by 500 mm dia bit from 54 mt GL to 100 mt. BGL. |
| 197 | Drilling of bore by 500 mm dia bit 100 m BGL to 145 m. BGL. |
| 198 | Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding: Lowering of 300 mm dia M.S. Housing pipe from GL to 48 m.BGL |
| 199 | Lowering of 200 mm dia M.S. Plain/slotted pipe 48 m. BGL to 100 m. BGL |
| 200 | Lowering of 200 mm dia M.S. Plain/slotted pipe 100 m. BGL to 130 m. BGL |
| 201 | Development and testing of tube well by Air Compressor. |
| 202 | Development and testing of tube Well O.P.Unit to yield sand free Discharge. |
| 203 | Chemical |
| 204 | test (Analysis of water sample) |
| 205 | Logging of borehole by departmental/approved electric logger |
| 206 | PUMPING PLANT & VOLTAGE STABILIZER ZONE 4A |
| 207 | Supply, Installation, testing and Commissioning of 1000 lpm 66 mtr Head Pumping Plant including 24 met coloumn pipe, NRV,CI D/F Bend 90 deg., CI A/F Tee, D/F pipe (1.5 met long-2 Nos and 1 met long- 1 No ), Earthing, Painting,Toolset,wiring of pump house (with internal&external electrification),chainpully block and all pumping plant accessories with nut bolts and rubber packing etc. |
| 208 | SITC of suitable capacity soft starter with RS485 port- 400 V Class. |
| 209 | SITC of 100 mm dia size motor operated actuators with metal sheeted sluice valves |
| 210 | SITC of 40 kva stabilizer for above |
| 211 | SITC of CE/UL certified Pressure transmitter with display at site |
| 212 | SITC of CE/UL certified hydrostatic type sub soil water level transmitter for tubewell |
| 213 | SITC of1 kva single phase UPS with at least 2 hr battery backup suitable for operation of tubewell at site |
| 214 | SITC of CE/UL Certifeid Electromagnetic Flow Meter suitable size working at 24 V DC |
| 215 | SITC of auto Phase reversal unit of 100 amp rating with inbuilt delay and enclosure control panel etc. |
| 216 | SITC of CE/UL certifeid Surge Protecter for control panel. |
| 217 | SITC of CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters |
| 218 | Complete cabling including power cables of all equipment. |
| 219 | SITC of control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment with capacitor bank panel to improve power factor. |
| 220 | Misc. Items such as Prtection Ring, Cutout, Electric resistance Rubber sheet, Transformer oil etc.-Sor 2019 |
| 221 | Coloumn Pipe 3 mtr long |
| 222 | AUTOMATIC CHLORINATION SYSTEM OF EACH TUBEWELL ZONE-4A |
| 223 | SITC of Automatic Chlorination System compatible to SCADA system |
| 224 | ELECTRICAL/MECHANICAL WORK AT OHT Zone-4A |
| 225 | SITC of CE/UL certifeid Radar Type level transmitter for OHT. |
| 226 | SITC of Actuator having integral starter with 300 mm dia. new metal sheeted sluice valve with postioning card and communication module will be RS 485, having extended shaft as per site condition. |
| 227 | SITC of CE/UL certifeid 300 mm dia. Electromagnetic Flowmeter (working at 24 V DC) at outlet dia. Of OHT, size of flow meter dia. should be same as per pipe dia. of outlet of OHT. |
| 228 | SITC of CE/UL certified Pressure transmitter with display at site |
| 229 | Chlorine analyser with MODBUS RTU as per given specification a) FRC sensors(range 0-5ppm) Having PH Compensation facility b) Analyzer with RS 485 O/P |
| 230 | Trial & Run for OHT |
| 231 | Lighting at Water works campus with solar panel and LED light of 3 sets |
| 232 | MASTER CONTROL STATION |
| 233 | SCADA DISPLAY CE/UL & BIS certified industrial grade LED MONITOR with latest configuration as per specification. (i) 85\\" (upto 100 to 200 tubewells) |
| 234 | Video wall media player of same OEM |
| 235 | Desktop/PC with i5/i7 processor as per spec mentioned in technical bid documents |
| 236 | CE/UL certified 5 KVA UPS with batteries as per spec mentioned in technical bid document. |
| 237 | Full development version of required TAGS SCADA Software with coustomization of software for MCS as per requirement as per spec mentioned in technical bid documents. |
| 238 | CE/UL Certified master control room PLC with redundant CPU & power Supply at MCS in IP54 enclouser as spec mentioned in technical bid documents |
| 239 | CE/UL Certified field gateway agent for transfering data from MCS to Central Contol Room |
| 240 | GSM based wireless/Broadband/Equivalent communication system for PLC capable to transfer & receive data & gather data form remote sites to control station,All accessories include signal enhancer antenna along with running expences till DLP. |
| 241 | CE/UL certified Firewall for network protection. |
| 242 | Surge protector for eternet communication protection. |
| 243 | CE/UL certified industrial grade Ethernet switch |
| 244 | canon/hp Laser printer1018 or equivalent |
| 245 | Security Survelliance IP Camera with required hard drive to store data of atleast 15 Days |
| 246 | Installation,Commissioning ,testing including required furniture,internal wiring,PVC panelling of walls/false ceiling work and Split A/C . |
| 247 | 3 month trial run charges for MCS |
| 248 | LOCAL CONTROL STATION |
| 249 | CE/UL & BIS Certified industrial grade LARGE SIZE LED MONITOR with lates configuration as per specification. |
| 250 | Desktop/PC with i5/i7 processor for as per spec mentioned in tachnical bid documents. |
| 251 | CE/UL Certified 3 KVA UPS with batteries as per spec mentioned in tachnical bid documents. |
| 252 | Full development version of required TAGS SCADA Software with coustomization of software for LCS as per spec mentioned in tachnical bid documents. |
| 253 | GSM based wireless/Broadband/Equivalent communication system capable to transfer & receive data & gather data form remote sites to control station,All accessories include signal enhancer antenna along with running expences till DLP. |
| 254 | CE/UL certified Firewall for network protection. |
| 255 | Surge protector for eternet communication protection. |
| 256 | industrial grade Ethernet Switch. |
| 257 | canon/hp Laser printer1018 or equivalent |
| 258 | Installation,Commissioning ,testing including required furniture,internal wiring,PVC panelling of walls/false ceiling work and Split A/C . |
| 259 | Security Survelliance IP Camera with required hard drive to store data of atleast 15 Days |
| 260 | 3 month trial run charges for LCS |
| 261 | SCADA /AUTOMATION WORK OF NEW PUMPING PLANT FOR ZONE-2A |
| 262 | CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog anddigital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple statiuonas specifeid. |
| 263 | GSM/GPRS based wireless communication with 4G modem for RTU/PLOc capable to transfer & gather data from remote site to controlstation all accessoreis included with signalenhancer antenna made for pumping plant internet charges as specifeid |
| 264 | CE/UL certifeid Intelligent Smart Energy Meter |
| 265 | Installation, commissioning & testing trial for tubewell |
| 266 | 3 MONTHS TRIAL RUN OF PUMPING PLANT ZONE-2A |
| 267 | Three month Trial & Run Expenditure on hypo chloride solution and Chaukidar, Watch &Ward for NewTubwells zone 2A |
| 268 | SCADA /AUTOMATION WORK OF NEW PUMPING PLANT FOR ZONE-3A |
| 269 | CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog anddigital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple statiuonas specifeid. |
| 270 | GSM/GPRS based wireless communication with 4G modem for RTU/PLOc capable to transfer & gather data from remote site to controlstation all accessoreis included with signalenhancer antenna made for pumping plant internet charges as specifeid |
| 271 | CE/UL certifeid Intelligent Smart Energy Meter |
| 272 | Installation, commissioning & testing trial for tubewell |
| 273 | 3 MONTHS TRIAL RUN OF PUMPING PLANT ZONE-3A |
| 274 | Three month Trial & Run Expenditure on hypo chloride solution and Chaukidar, Watch &Ward for NewTubwells zone 3A |
| 275 | SCADA /AUTOMATION WORK OF NEW/REBORE TUBEWELL Zone-4A |
| 276 | CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog anddigital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple statiuonas specifeid. |
| 277 | GSM/GPRS based wireless communication with 4G modem for RTU/PLOc capable to transfer & gather data from remote site to controlstation all accessoreis included with signalenhancer antenna made for pumping plant internet charges as specifeid |
| 278 | CE/UL certifeid Intelligent Smart Energy Meter |
| 279 | Installation, commissioning & testing trial for tubewell |
| 280 | 3 MONTHS TRIAL RUN OF PUMPING PLANT Zone -4A |
| 281 | Three month Trial & Run Expenditure on hypo chloride solution and Chaukidar, Watch &Ward for NewTubwells zone 4A Please Enable Macros to View BoQ information |
