Public Health Engineering Department-PHED has published Construction And Commissioning Of Pump Room Boundary Wall And Providing Laying Jointing And Testing Of Hdpe Distribution Main Pipe Line Interconenction At Fah Chandne Ki Basti Village Chanangarh With One Year Defective Liability Under Nwqsm. Submission Date for this Tender is 11-11-2020. Pipe Laying Tenders in Jaisalmer Rajasthan. Bidders can get complete Tender details and download the document.
| Name of Work: Const and Comm of Pump Room Boundry Wall and Providing Laying Jointing and Testing of HDPE Distribution Main Pipe Line Interconenction At FAH CHANDNE KI BASTI VILLAGE CHANANGARH with one Year Defective laibility Under NWQSM | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | DISTRIBUTION MAIN PIPE LINE | BI01010001010000000000000515BI0100001117 | ||
| 2 | 2 | PHED BSR 2020- 1.4.1.2 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) .Note : 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.\nHDPE PE-80 PN-6 90 mm dia | BI01010001010000000000000515BI0100001118 | ||
| 3 | 3 | HDPE PE-80 PN-6 90 mm dia | BI01010001010000000000000515BI0100001119 | 5000 | RM |
| 4 | 4 | PHE BSR 2020 4.1.1.1 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 For HDPE pipe line dia up to 110 mm | BI01010001010000000000000515BI0100001120 | ||
| 5 | 5 | HDPE PE-80 PN-6 90 mm dia | BI01010001010000000000000515BI0100001121 | 5000 | RM |
| 6 | 6 | PHED BSR 2020 8.1 Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect. | BI01010001010000000000000515BI0100001125 | ||
| 7 | 7 | (5.460mX 4.460m) | BI01010001010000000000000515BI0100001126 | 24.35 | sqm |
| 8 | 8 | PHED BSR 2020 8.3 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamal paints. | BI01010001010000000000000515BI0100001127 | 300 | Kg |
| 9 | 9 | PHED BSR 2020 8.2 Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. | BI01010001010000000000000515BI0100001128 | 80 | RMT |
| 10 | 10 | PHED BSR 2020 5.1.1 Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 operating at sync. speed 2900 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected on C.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee. | BI01010001010000000000000515BI0100001129 | ||
| 11 | 11 | PHED BSR 2020 5.1.1 Centrifugal Monoblock Pump set (Single Stage) | BI01010001010000000000000515BI0100001130 | ||
| 12 | 12 | PHED BSR 2020 5.1.1.4 10 HP (2 sets) | BI01010001010000000000000515BI0100001131 | 2 | Each |
| 13 | 13 | PHED BSR 2020 2.18 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18" and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. | BI01010001010000000000000515BI0100001132 | ||
| 14 | 14 | PHED BSR 2020 2.18.2 Above 10 HP and up to 15 HP | BI01010001010000000000000515BI0100001133 | 1 | Each |
| 15 | 15 | PHED BSR 2020 2.19 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. | BI01010001010000000000000515BI0100001134 | ||
| 16 | 16 | PHED BSR 2020 2.18.2 3 core 6.0 Sq.mm | BI01010001010000000000000515BI0100001135 | 100 | Mtr |
| 17 | 17 | PHED BSR 2020 2.20 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. | BI01010001010000000000000515BI0100001136 | ||
| 18 | 18 | PHED BSR 2020 2.20.2 16.0 Sq.mm, 4 core | BI01010001010000000000000515BI0100001137 | 50 | Mtr |
| 19 | 19 | PHED BSR 2020 2.21 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. | BI01010001010000000000000515BI0100001138 | 1 | Each |
| 20 | 20 | Construction of Valve Chember | BI01010001010000000000000515BI0100001139 | ||
| 21 | 21 | 4.10.1.1 Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.in all type of soil saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc upto 1.50 m depth. | BI01010001010000000000000515BI0100001140 | 11.2 | Cum |
| 22 | 22 | 21.1.7 Providing and laying in position cement concrete 1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth leve | BI01010001010000000000000515BI0100001141 | 0.8 | Cum |
| 23 | 23 | 21.1.2 Providing and laying in position cement concrete 1:1.5:3 (1Cement :1.5 Course Sand :3 Graded stone aggregate 20 mm nominal size including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth leve | BI01010001010000000000000515BI0100001142 | ||
| 24 | 24 | Concrete Block as support for Sluice valve | BI01010001010000000000000515BI0100001143 | 0.008 | Cum |
| 25 | 25 | 22.1.2 Centring and shuttering upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : | BI01010001010000000000000515BI0100001144 | 35.56 | Sqm |
| 26 | 26 | 23.2.2 Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints excluding cost of centering shuttering and reinforcement : | BI01010001010000000000000515BI0100001145 | ||
| 27 | 27 | 1:1.5:3 (1-Cement:1.5 coarse sand:3-graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001146 | 4.174 | Cum |
| 28 | 28 | 23.19.6 Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete | BI01010001010000000000000515BI0100001147 | ||
| 29 | 29 | Tremo Mechanically treated bars | BI01010001010000000000000515BI0100001148 | 327.492 | Kg |
| 30 | 30 | 12.5.3 Providing and fixing of reinforced Ferro-Cement drain covers designed for 'A' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc. | BI01010001010000000000000515BI0100001149 | ||
| 31 | 31 | 1500 x 600 mm | BI01010001010000000000000515BI0100001150 | 6.48 | M |
| 32 | 32 | INTERCONNECTION | BI01010001010000000000000515BI0100001151 | ||
| 33 | 33 | PHED BSR 2020 6.1 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. | BI01010001010000000000000515BI0100001152 | ||
| 34 | 34 | PHED BSR 2020 6.1.1 Manually Operated CI Sluice valve of Class PN-1.0 | BI01010001010000000000000515BI0100001153 | ||
| 35 | 35 | PHED BSR 2020 6.1.1.1 80 mm HW | BI01010001010000000000000515BI0100001154 | 5 | Each |
| 36 | 36 | PHED BSR 2020 6.1.1.2 100 mm HW | BI01010001010000000000000515BI0100001155 | 5 | Each |
| 37 | 37 | PHED BSR 2020 6.3 Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV) of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660and two coats of black Japan paints conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside. Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality)\n,Shaft of HTB1/ SS- AISI- 410, Hinge Malleable cast iron / SS AISI 316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR ,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.\nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. | BI01010001010000000000000515BI0100001156 | ||
| 38 | 38 | Class PN 1.0 | BI01010001010000000000000515BI0100001157 | ||
| 39 | 39 | 80 mm dia | BI01010001010000000000000515BI0100001158 | 4 | Each |
| 40 | 40 | 100 mm dia | BI01010001010000000000000515BI0100001159 | 3 | Each |
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