Deepening And Desalting Of Existing Open Well Providing Laying Jointing Of Pipe Line With Pump Motor At Village Ratana Ka Gurha Block Deogarh , District Rajsamand On Single Point Responsibility Basis With One Year Defect Liability
Tender Overview
Project Description
Deepening And Desalting Of Existing Open Well Providing Laying Jointing Of Pipe Line With Pump Motor At Village Ratana Ka Gurha Block Deogarh , District Rajsamand On Single Point Responsibility Basis With One Year Defect Liability
BOQ
| Name of Work: Deepening and desilting of Open well, Providing Laying & Jointing of Pipe Line with Pump Machinery at Village- Ratana Ka Khera, Block- Deogarh, District- Rajsamand with one year defect liability period | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Deepening & Desilting of existing open wells -1 Nos (4.00 mtr dia & 12 to 20 mtr depth) in Village Ratana Ka Gurha | 1 | ||
| 2 | 2 | E/W in excavation in F/Tor drains inclg. dressing sides & ramming bottoms, lift up to 1.5 m inclg. taking out excavated soil and depositing,refilling jhiri with watering, ramming and disposal of surplus excavated soil as directed within lead 50m All kinds | 2 | ||
| 3 | 3 | From 12.00 to 20.00 mtr BGL | 3 | 101 | /Cum |
| 4 | 4 | Recovery of Hard rock useful material 30% | 4 | 30.3 | /Cum |
| 5 | 5 | Add extra over item No 2.1 and 2.2 for every additional; lift of 1.5 m or part thereof. | 5 | ||
| 6 | 6 | In ordinary rock and hard rock | 6 | ||
| 7 | 7 | From 10.50 to 12.00 mtr BGL | 7 | 19 | /Cum |
| 8 | 8 | From 12.00 to 13.50 mtr BGL | 8 | 19 | /Cum |
| 9 | 9 | From 13.50 to 15.00 mtr BGL | 9 | 19 | /Cum |
| 10 | 10 | From 15.00 to 16.50 mtr BGL | 10 | 19 | /Cum |
| 11 | 11 | From 16.50 to 17.00 mtr BGL | 11 | 6 | /Cum |
| 12 | 12 | From 17.00 to 18.50 mtr BGL | 12 | 19 | /Cum |
| 13 | 13 | From 18.50 to 20.00 mtr BGL | 13 | 19 | /Cum |
| 14 | 14 | Add extra over item no 2.1 and 2.2 for excavation in saturated soil where pumping or bailing out of water is required including shorting strutting where required and dewatering.(Respective applicable rates) | 14 | ||
| 15 | 15 | From 12.00 to 13.50 mtr BGL | 15 | 19 | /Cum |
| 16 | 16 | From 13.50 to 15.00 mtr BGL | 16 | 19 | /Cum |
| 17 | 17 | From 15.00 to 16.50 mtr BGL | 17 | 19 | /Cum |
| 18 | 18 | From 16.50 to 18.00 mtr BGL | 18 | 19 | /Cum |
| 19 | 19 | From 18.00 to 19.50 mtr BGL | 19 | 19 | /Cum |
| 20 | 20 | From 19.50 to 20.00 mtr BGL | 20 | 6 | /Cum |
| 21 | 21 | Structural steel work in single section fixed with connecting plate including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr. height | 21 | ||
| 22 | 22 | In flates, tees, angles & Channals | 22 | 150 | /Kg. |
| 23 | 23 | In R.S. Joists | 23 | 150 | /Kg. |
| 24 | 24 | Providing and fixing welded mesh / expanded metal mesh in frame work, flate iron beading 20*3 mm including top cross laps inside and out side welding , iron bots, screws, clips etc. complete (excluding frame work) of side (as per design ). Welded mesh25*25*16gauge | 24 | 12.56 | /Sqm |
| 25 | 25 | Providing,Laying, Jointing & Testing of Distribution pipe Line at Village Ratana ka Gurha | 25 | ||
| 26 | 26 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.\nSupply may be in coil or straight length in 6 M/12 M. | 26 | ||
| 27 | 27 | HDPE PE-80 PN - 6 | 27 | ||
| 28 | 28 | 90 mm dia | 28 | 300 | /mtr |
| 29 | 29 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. | 29 | ||
| 30 | 30 | Manually Operated CI Sluice valve of Class PN-1.0 | 30 | ||
| 31 | 31 | 80 mm | 31 | 3 | /Each |
| 32 | 32 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines, shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. | 32 | ||
| 33 | 33 | In all type of soil | 33 | ||
| 34 | 34 | For HDPE pipe line dia up to 110 mm | 34 | 225 | /mtr |
| 35 | 35 | In soft Rock | 35 | ||
| 36 | 36 | For HDPE pipe line dia up to 110 mm | 36 | 60 | /mtr |
| 37 | 37 | In Hard Rock ( Blasting prohibited) | 37 | ||
| 38 | 38 | For dia of pipe up to 150 mm nominal. | 38 | 15 | /mtr |
| 39 | 39 | Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. | 39 | 5 | /Cum |
| 40 | 40 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work. | 40 | ||
| 41 | 41 | M20 grade Nominal Mix\n1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm\nnominal size). | 41 | 5 | /Cum |
| 42 | 42 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths Dl standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 5382 1985 such as tees, bends, tapers, caps etc. within trenches in DI pipe line complere including all marerial, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work) | 42 | ||
| 43 | 43 | AJS Tee , Bend, Reducer (All End Socketed) | 43 | ||
| 44 | 44 | Upto 300 mm Diameter | 44 | 45 | /Kg. |
| 45 | 45 | Providing, installation, testing and commissioning of pump set at Village Ratana Ka Gurha | 45 | ||
| 46 | 46 | Providing, installation, testing and commissioning of AC submerssible pump sets with inbuilt or individual solar pump controller with Maximum power point tracking (MPPT) for optimally use the solar panel and maximize water discharge to deliver maximum water during the day.\nSolar pump shall be of Stainless steel construction and performance shall be as per scope of work and minimum lift of water shall be as per defined in scope .\nPump controller shall have Adequate protection against dry operation of motor pump set, and against hails and storms. Full protection against open circuit, accidental short circuit and reverse polarity should be provided. A good reliable on/off switch be provided. The cable shall be ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date ( standard insulation) and conductor as per class 5 of IS 8130:1980 or amended up to date.\nThe duty condition of pump set shall be as per scope of work and entire work shall be executed as per technical specification and direction of Engineer in charge. | 46 | ||
| 47 | 47 | 2 Nos Pump Sets x 5.00 HP Each (Q- 1.39 LPS , H- 70 m) For Proposed OW | 47 | 2 | /Each |
| 48 | 48 | Supply, installation, testing and commissioning of MNRE approved off Grid Solar Panels for running of motor pumps with 25 years of Linear Generation warranty, Work includes designing of solar panel area and MS fabricated structure 120 micron hot dip galvanized iron , showing arrangement of panel in available space and installation of PV module on frame structure such that minimum height of lower edge of panel shall be 4.0 mtr from ground level to safeguard against damage and theft as per indicative drawing enclosed with the bid document. The foundation of structure shall be in RCC. Mounting structure shall be suitably designed to withstand wind velocity up to 150km/hr. The work shall be executed as per detailed technical specifications, approved drawing and direction of Engineer in Charge. \nNote: There shall be 5 year service warranty for solar panel and mounting structure and suitable provision shall be included in tender document. | 48 | 5000 | /Per watt |
| 49 | 49 | Supply, installation, testing and commissioning of Remote monitoring unit on off grid solar controller for remote ON/OFF, parameter setting, monitoring and troubleshooting through mobile etc. complete. Web charges and data charges for 5 year during service warranty etc. complete in all respect as per technical specification and as per direction of Engineer. | 49 | 1 | /Each |
| 50 | 50 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. | 50 | ||
| 51 | 51 | MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) | 51 | 50 | /Kgs. |
| 52 | 52 | Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cover. | 52 | ||
| 53 | 53 | 0 to 10.0 kg/cm² | 53 | 1 | /Each |
| 54 | 54 | Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. : 3 core 4.0 mm2 | 54 | 70 | /mtr |
| 55 | 55 | Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. | 55 | ||
| 56 | 56 | 4core 10.00 Sq. mm | 56 | 40 | /mtr |
| 57 | 57 | Providing & Lowering in tube well ISI marked GI Pipe “B\" class as per IS:1239 or amended up to date threaded and double flanged (welded) on both ends and two number 25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. | 57 | ||
| 58 | 58 | 50 mm dia | 58 | 40 | /mtr |
| 59 | 59 | Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set. | 59 | 4 | /Each |
| 60 | 60 | Only Lowering of the submersible pump set in to tube well along with submersible cable,lowering pipes depth up to 120 mtr, specials etc and coiommissioning of the tube well . The job also include cables jointing, checking of discharge of pump set , interconnection of lowering pipe from nearby distribution pipeline, checking of the strater and reporing for completion of job or fault/problem if any. | 60 | ||
| 61 | 61 | For three phase pump set | 61 | ||
| 62 | 62 | G.I. Double Flanged Pipe Lowering Assembly of nominal dia | 62 | ||
| 63 | 63 | 50 mm dia | 63 | 1 | /Each |
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