Public Health Engineering Department-PHED has published Rejuvenation, Renovation, Modernization And Strengthening Of Various Units And Providing Functional House Water Connection With One Year Defect Liability Period At Wss 43F Under Jjm In The Jurisdiction Of Sub Divison Srikaranpur Under Phed Distt. Div. Sri. Submission Date for this Tender is 05-08-2021. Water Pipe Line Tenders in Srikaranpur Rajasthan. Bidders can get complete Tender details and download the document.
| Name of Work: Rejuvenation, Renovation, Modernization and strengthing of various units and providing Functional House water connection with one year Defect Liability period at WSS 43F under JJM in the jurisdiction of Sub Divison SriKaranpur under PHED Distt. Div. SriGanganagar | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of Sedimentation cum Storage Tank 1000 KL | BI01010001010000000000000515BI0100001112 | ||
| 2 | 2 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil. | BI01010001010000000000000515BI0100001113 | 85 | Cum |
| 3 | 3 | Earth work excavation for Sedimentation cum storage tank including disposal of excavated earth to be disposed outside of head works boundary. If earth is to be disposed at more than 200 M distance than distance separate payment for each lead beyond 200M distance will be payable as per PWD BSR effective from 01.01.2005. Disposed earth to be leveled and neatly dressed including stacking of useful material if any available during excavation for all kind of soil. Earth work to be carried out by means of mechanical system i.e. “Tractor craw” are any other mechanical system. No extra payment shall be made for lift of any limit. This work also involves dressing of sides and bottom of lining purposed which is be done manually, slope of sides is to be maintained as per specification and drawing. | BI01010001010000000000000515BI0100001114 | 1800 | Cum |
| 4 | 4 | Add :- Extra for every additional lead up to 500 Mtr. | BI01010001010000000000000515BI0100001115 | 1800 | Cum |
| 5 | 5 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M20 grade Nominal Mix 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | BI01010001010000000000000515BI0100001116 | 6 | Cum |
| 6 | 6 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in foundation and plinth with Cement mortar 1 : 6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001117 | 40 | Cum |
| 7 | 7 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in foundation and plinth with Cement mortar 1 : 4 (1 cement : 4 coarse sand) | BI01010001010000000000000515BI0100001118 | 8 | Cum |
| 8 | 8 | “Preparing surface leveled and dressed to proper slope and lying over it tibba sand properly rammed and watered in to layers of 5cm each. Providing & lying ISI marked 250 micron LDPE film as per ISS : 2508-1984 including interlocking by using thermal welding or ultrasonic welding are sealing tapes on the finished surface compacted tibba sand. LDPE film to be anchored in parapet/Toe wall or any other structure etc as per direction. Over the LDPE film 15mm thick cement bajri mortar 1:3 shall be provided & laid. Over this mortar single layer Ist class flat brick lining in cement bajri mortar 1:3 shall be provided with joints not more than 8mm wide. It includes providing weedicides and anti-termite treatment as per specification “ and curing. Measurement of lining area will be payable. (Film used in anchoring is not payable) | BI01010001010000000000000515BI0100001119 | 750 | Sqm |
| 9 | 9 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 12mm thick . | BI01010001010000000000000515BI0100001120 | 200 | Sqm |
| 10 | 10 | Providing and Fixing of PVC float arm with PVC flexible hose pipe 7.5 Mtr long and 150 mm dia. This also included tail pieces 150 mm dia on pipe's side and tail piece of required shape and 150 mm dia as hose pipe end for fixing float arm. All material should be confirming to relevant IS code. PVC float should be of capacity 100 Ltr. minimum. This job also includes dismantling of old system from storage tank. supply and fixing complete work in all respect. | BI01010001010000000000000515BI0100001121 | 1 | Job |
| 11 | 11 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20mm thick . | BI01010001010000000000000515BI0100001122 | 200 | Sqm |
| 12 | 12 | PART 'B' INTER CONNECTION SUMP WELL TO STORAGE TANK | BI01010001010000000000000515BI0100001123 | ||
| 13 | 13 | Providing , supplying, lowering and laying instandard lengths HDPE PE-80 PN-6 pipes conforming to IS 4984 :1995 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 pipes by butt fusion welding method, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/unloading charges, stacking the same in closed shade duly protecting from sunrays and rains, including cost of labour and material, specials tee, bends etc., satisfactory hydraulic testing etc., complete as per technical speciafications and directions of Engineer-In-Charge (excluding earthwork) PE-80/PN-6, for internal village distribution network\n160 mm | BI01010001010000000000000515BI0100001124 | 30 | Cum |
| 14 | 14 | Excavating trenches of required width for pipe cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr.: All kinds of soil Pipes cables, etc. exceeding 80mm dia but not exceeding 300mm dia. | BI01010001010000000000000515BI0100001125 | 150 | Cum |
| 15 | 15 | 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.150 mm | BI01010001010000000000000515BI0100001126 | 2 | Each |
| 16 | 16 | Providing and fixing in position CI Puddle collar (approx. 1m length) inside the wall including all material labour as per Technical Specification of concerned IS Code 210-1978 (IS 1538:1993) and as per direction of Engineer:- 150 mm dia | BI01010001010000000000000515BI0100001127 | 2 | Each |
| 17 | 17 | Part 'C' Sumpwell | BI01010001010000000000000515BI0100001128 | ||
| 18 | 18 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil. | BI01010001010000000000000515BI0100001129 | 45 | Cum |
| 19 | 19 | Add extra over item No.18 for every additional lift upto 1.5M or part there of in all kind of soil. | BI01010001010000000000000515BI0100001130 | 8.8 | Cum |
| 20 | 20 | Add extra over item No.18 for every additional lift upto 1.5M or part there of in all kind of soil. | BI01010001010000000000000515BI0100001131 | 8.8 | Cum |
| 21 | 21 | Add extra over item No.18 for every additional lift upto 1.5M or part there of in all kind of soil. | BI01010001010000000000000515BI0100001132 | 7.35 | Cum |
| 22 | 22 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M20 grade Nominal Mix 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | BI01010001010000000000000515BI0100001133 | 0.9 | Cum |
| 23 | 23 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). | BI01010001010000000000000515BI0100001134 | 0.2 | Cum |
| 24 | 24 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in foundation and plinth with Cement mortar 1 : 4 (1 cement : 4 coarse sand) | BI01010001010000000000000515BI0100001135 | 11.3 | Cum |
| 25 | 25 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20mm thick . | BI01010001010000000000000515BI0100001136 | 65 | Sqm |
| 26 | 26 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: | BI01010001010000000000000515BI0100001137 | 75 | Kg |
| 27 | 27 | Providing, Laying, Jointing & Commissioning of Rising Mains | BI01010001010000000000000515BI0100001138 | ||
| 28 | 28 | Providing , supplying, lowering and laying instandard lengths HDPE PE-80 PN-6 pipes conforming to IS 4984 :1995 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 pipes by butt fusion welding method, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/unloading charges, stacking the same in closed shade duly protecting from sunrays and rains, including cost of labour and material, specials tee, bends etc., satisfactory hydraulic testing etc., complete as per technical speciafications and directions of Engineer-In-Charge (excluding earthwork) PE-80/PN-6, for internal village distribution network\n90 mm | BI01010001010000000000000515BI0100001139 | 2500 | Mtr. |
| 29 | 29 | Providing , supplying, lowering and laying instandard lengths HDPE PE-80 PN-6 pipes conforming to IS 4984 :1995 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 pipes by butt fusion welding method, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/unloading charges, stacking the same in closed shade duly protecting from sunrays and rains, including cost of labour and material, specials tee, bends etc., satisfactory hydraulic testing etc., complete as per technical speciafications and directions of Engineer-In-Charge (excluding earthwork) PE-80/PN-6, for internal village distribution network\n110 mm | BI01010001010000000000000515BI0100001140 | 1500 | Mtr. |
| 30 | 30 | 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. | BI01010001010000000000000515BI0100001141 | 4000 | Mtr. |
| 31 | 31 | 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.100 mm dia | BI01010001010000000000000515BI0100001142 | 6 | Each |
| 32 | 32 | 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.80 mm dia | BI01010001010000000000000515BI0100001143 | 5 | Each |
| 33 | 33 | Part B "Bulk Meeter" | BI01010001010000000000000515BI0100001144 | ||
| 34 | 34 | Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material and labour as per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 65 mm dia | BI01010001010000000000000515BI0100001145 | 3 | No |
| 35 | 35 | Part C VTC | BI01010001010000000000000515BI0100001146 | ||
| 36 | 36 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil. | BI01010001010000000000000515BI0100001147 | 75 | Cum |
| 37 | 37 | Providing and laying cement concrete inclusing curring compaction etc. complete using stone aggregate 20mm nominal size in foundation, plinth excluding the cost of shuttering using 1 cement : 4 send :8 aggregate mix(Without vibrator). | BI01010001010000000000000515BI0100001148 | 1.73587 | Cum |
| 38 | 38 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in foundation and plinth with Cement mortar 1 : 6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001149 | 27.759 | Cum |
| 39 | 39 | Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification .50mm thick. | BI01010001010000000000000515BI0100001150 | 10.479 | sqm |
| 40 | 40 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in superstructure above plinth level upto floor five level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001151 | 5.451 | Cum |
| 41 | 41 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.\nM20 grade Nominal Mix / Design Mix | BI01010001010000000000000515BI0100001152 | 22.1235 | Cum |
| 42 | 42 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Cold twisted deformed bars (IS : 1786). | BI01010001010000000000000515BI0100001153 | 232.11 | Kg |
| 43 | 43 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members and removal of formwork for superstructure up to 4.5 mtr above plinth, for:Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc. | BI01010001010000000000000515BI0100001154 | 17.3498 | Sqm |
| 44 | 44 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 12mm thick. | BI01010001010000000000000515BI0100001155 | 183.984 | Sqm |
| 45 | 45 | Finishing with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade on new work { three or more coats } | BI01010001010000000000000515BI0100001156 | 183.984 | Sqm |
| 46 | 46 | Providing precast cc jali nominal mix 1:2:4 reinforced with 1.6 mm dia m.s. wire including centering, shuttering, roughening, cleaning, fixing & finishing in cement mortar 1:3 etc. complete as per approved design excluding plastering of jambs, sills & soffits, upto floor three level:40 mm thick. | BI01010001010000000000000515BI0100001157 | 0.27 | sqm |
| 47 | 47 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: | BI01010001010000000000000515BI0100001158 | 75 | Kg |
| 48 | 48 | Providing and fixing M.S. sheet 1mm thick single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint | BI01010001010000000000000515BI0100001159 | 4.5 | sqm |
| 49 | 49 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. | BI01010001010000000000000515BI0100001160 | 90 | Kg |
| 50 | 50 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm thick nominal size aggregate. | BI01010001010000000000000515BI0100001161 | 5.085 | sqm |
| 51 | 51 | Part D Air valve | BI01010001010000000000000515BI0100001162 | ||
| 52 | 52 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil. | BI01010001010000000000000515BI0100001163 | 10 | Cum |
| 53 | 53 | Providing and laying cement concrete inclusing curring compaction etc. complete using stone aggregate 20mm nominal size in foundation, plinth excluding the cost of shuttering using 1 cement : 4 send :8 aggregate mix(Without vibrator). | BI01010001010000000000000515BI0100001164 | 0.244 | Cum |
| 54 | 54 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) | BI01010001010000000000000515BI0100001165 | 100 | kg |
| 55 | 55 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). | BI01010001010000000000000515BI0100001166 | 2.8 | Cum |
| 56 | 56 | Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering.M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). | BI01010001010000000000000515BI0100001167 | 1.2 | Cum |
| 57 | 57 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members and removal of formwork for superstructure up to 4.5 mtr above plinth, for:Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc.Columns, pillars, posts and struts etc. | BI01010001010000000000000515BI0100001168 | 28 | Sqm |
| 58 | 58 | P & F G.I. Pipes with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. :-\n( External Work ) Medium Duty Pipes 50mm dia nominal bore | BI01010001010000000000000515BI0100001169 | 16 | Mtr |
| 59 | 59 | Clamps and M.S. stays including bolts and nuts for 50 mm pipe | BI01010001010000000000000515BI0100001170 | 4 | Each |
| 60 | 60 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air Valve Flanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended upto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS:6418 or screwed type shall have external pipe threads conforming to IS:554, Fasteners - CS. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.\nNote: Rates are exclusive of connecting tee, pipe piece and earth work. | BI01010001010000000000000515BI0100001171 | 4 | Each |
| 61 | 61 | Providing, laying jointing of distribution pipe line | BI01010001010000000000000515BI0100001172 | ||
| 62 | 62 | Providing , supplying, lowering and laying instandard lengths HDPE PE-80 PN-6 pipes conforming to IS 4984 :1995 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 pipes by butt fusion welding method, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/unloading charges, stacking the same in closed shade duly protecting from sunrays and rains, including cost of labour and material, specials tee, bends etc., satisfactory hydraulic testing etc., complete as per technical speciafications and directions of Engineer-In-Charge (excluding earthwork) PE-80/PN-6, for internal village distribution network\n90 mm | BI01010001010000000000000515BI0100001173 | 9300 | RM |
| 63 | 63 | 110mm | BI01010001010000000000000515BI0100001174 | 200 | RM |
| 64 | 64 | 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. | BI01010001010000000000000515BI0100001175 | 9500 | RM |
| 65 | 65 | 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.100 mm dia | BI01010001010000000000000515BI0100001176 | 6 | Each |
| 66 | 66 | 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.80 mm dia | BI01010001010000000000000515BI0100001177 | 10 | Each |
| 67 | 67 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In mud mortar. | BI01010001010000000000000515BI0100001178 | 196.65 | cum |
| 68 | 68 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 3: 6 or richer mix. | BI01010001010000000000000515BI0100001179 | 171 | Cum |
| 69 | 69 | Dry brick on edge flooring in required pattern with bricks of class designation 75 on a bed of 12mm mud mortar including filling joints with river sand complete. (PWD BSR 2019) | BI01010001010000000000000515BI0100001180 | 196.65 | sqm |
| 70 | 70 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - M15 grade Nominal Mix \n1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).9) | BI01010001010000000000000515BI0100001181 | 171 | Cum |
| 71 | 71 | 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. | BI01010001010000000000000515BI0100001182 | 500 | Kg |
| 72 | 72 | Providing of all size CI Flanged Special like Tees, Bends, Reducers and Enlargers as per IS: 1538-1993 (amended up to date) requiring for laying, testing and commissioning of AC Pipe line as per Technical Specifications and as per direction of Engineer. (PHED Circle SGNR BSR 2015) | BI01010001010000000000000515BI0100001183 | 300 | Kg |
| 73 | 73 | JJM including FHTC | BI01010001010000000000000515BI0100001184 | ||
| 74 | 74 | Providing service connection as per technical specifications & standard drawing as per relevant IS Code (amended up to date) from all kind of water mains up to consumer meter/premises (Complete job). This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil including demolishing of Cement Concrete,WBM, Black top etc. of all thickness; cutting of CC road/jhiriby using a concrete cutter machine; depositing and refilling of pit &jhiri with watering & ramming/compacting in layers and disposal of surplus excavated soil as directed with in a lead of 50 meter; providing& fixing of all fitting duly approved in accordance with ISO/DTR 9080 as per specification for potable water including approved make of MS clamp with saddle piece gunmetal ferrule (ISI make), gunmetal NRV (ISI Make), valve (IS:778) and specials with MDPE pipe PE-80 PN 16 as per ISO 4427, with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connectioncomplete in all respect including labour charges. The service line should be laid at least 45 cm below ground level, except in cases of concrete / bituminous roads where minimum depth shall be 20 cm. For detailed specifications of MDPE pipes, please refer section “Technical Specifications” in Volume I of bid document. General specifications of MDPE pipes shall be as under: \n• The raw material shall be virgin PE 80 Blue compound and comply with the requirements of ISO/Directive of Testing Material: 9080 with minimum required strength of 8kg/sq.cm.\n• The raw material shall be of Food grade quality\n• Pressure rating shall be 16 Bar\n• The pipes shall bear ISO arking\nAverage length upto 5.00 mtr of 20 mm MDPE pipe. (CE(SP) Order no. 4232-40 Dtd. 04.03.2020) | BI01010001010000000000000515BI0100001185 | 276 | Nos |
| 75 | 75 | Extra length of 20mm MDPE pipe including excavation, providing, laying and jointing for length of service line above 5.00 mtr. CE(SP) Order no. 4232-40 Dtd. 04.03.2020 | BI01010001010000000000000515BI0100001186 | 150 | RM |
| 76 | 76 | Data entry of existing FHTCs in rural area under JJM on website ejalshakti.gov.in; work includes visiting the village for collecting basic data consumers like i.e. Aadhar no./ration card/voter ID/BPL card/ PAN card/driving licence/passport/Antyodaya card/mobile no. etc. and entering the details on the above website. The cost also includes computer and operator | BI01010001010000000000000515BI0100001187 | 276 | FHTC |
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