Public Health Engineering Department-PHED has published Works Related To Providing Functional House Hold Tap Connection Including Construction Of Esr ( 2 Nos ) , Cwr , Pump Room , Installation Of Pump Machinery And Pipe Line Work In Village Ahore Including One Year Defect Liability Period District Jal. Submission Date for this Tender is 31-05-2021. Pumping Machiney Tenders in Ahore Rajasthan. Bidders can get complete Tender details and download the document.
| Name of Work: WORKS RELATED TO PROVIDING FUNCTIONAL HOUSE HOLD TAP CONNECTION INCLUDING CONSTRUCTION OF ESR (2 Nos), CWR, PUMP ROOM , INSTALLATION OF PUMP MACHINERY AND PIPE LINE WORK IN VILLAGE AHORE INCLUDING ONE YEAR DEFECT LIABILITY PERIOD DISTRICT JALORE | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | PART "A" | |||
| 2 | 2 | E.S.R. (200 KL & 400 KL ) (BSR PHED JAIPUR 2019, RUIDP 2017) | |||
| 3 | 3 | (3.1) Construction of RCC INTZE type Over Head Service Reservoir of following capacity and staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection , all labour and material charges including providing and fixing of accessories such as ladder , manhole frame and covers, water level indicator (float type), ventilator with SS scren, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height of ground level to top level, chambers for all valves, providing and applying three coats of cement paint to the external surfaces of container, food grade epoxy paint to internal surface and giving satisfactory hydraulic test and water tightness test as per I.S. code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work . The rate indicated below are excluding the cost of pipes, specials andvalves required for inlet,outlet washout | |||
| 4 | 4 | (3.1.1) Notes | |||
| 5 | 5 | (3.1.1.1) The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow and bypass arrangement. | |||
| 6 | 6 | (3.1.1.11) Following rates are for seismic zone II. For zone III, these rates shall be increased by 5% and for zone IV, these rates shall be increased by 10%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. | |||
| 7 | 7 | (3.1.2) Rates for RCC OHSR, SBC 10T/sqm, seismic zone II and Staging 18 Meter. | 200000 | Litre | |
| 8 | 8 | (3.1.2.3) 200 KL capcity | 200000 | Litre | |
| 9 | 9 | (3.1.1.3) For foundation on SBC 8MT/sqm, add 5% | 200000 | Litre | |
| 10 | 10 | (3.1.1.7) For staging 20 Mtr add 5% | |||
| 11 | 11 | (3.4) Providing and flxing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended upto date), as vertical pipes for RCC Reservoirs including specials required such as duckfoot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all resepect upto and from valve chamber as per direction of EIC, Technical Specification and Scope of work. | 30 | Mtr | |
| 12 | 12 | (3.4.1) 100 mm | 70 | Mtr | |
| 13 | 13 | (3.4.2) 150 mm | 30 | Mtr | |
| 14 | 14 | (3.4.3) 200 mm | |||
| 15 | 15 | (RUIDP \n19.20.2) Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated CI D/F Sluice valves of approved make (IS: 14846 amended upto date) PN 1.0 class of following dia complete (including jointing and jointing material) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. dia in mm | 1 | Each | |
| 16 | 16 | (19.20.2.2) 100 mm | 2 | Each | |
| 17 | 17 | (19.20.2.4) 150 mm | 1 | Each | |
| 18 | 18 | (19.20.2.5) 200 mm | |||
| 19 | 19 | (phed bsr 20193.1 ) Construction of RCC INTZE type Over Head Service Reservoir of following capacity and staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection , all labour and material charges including providing and fixing of accessories such as ladder , manhole frame and covers, water level indicator (float type), ventilator with SS scren, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height of ground level to top level, chambers for all valves, providing and applying three coats of cement paint to the external surfaces of container, food grade epoxy paint to internal surface and giving satisfactory hydraulic test and water tightness test as per I.S. code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work . The rate indicated below are excluding the cost of pipes, specials andvalves required for inlet,outlet washout | |||
| 20 | 20 | (3.1.1) Notes | |||
| 21 | 21 | (3.1.1.1) The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow and bypass arrangement. | |||
| 22 | 22 | (3.1.1.11) Following rates are for seismic zone II. For zone III, these rates shall be increased by 5% and for zone IV, these rates shall be increased by 10%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. | |||
| 23 | 23 | (3.1.2) Rates for RCC OHSR, SBC 10T/sqm, seismic zone II and Staging 18 Meter. | 400000 | Litre | |
| 24 | 24 | (3.1.2.7) 400 KL capcity | 400000 | Litre | |
| 25 | 25 | (3.1.1.3) For foundation on SBC 8MT/sqm, add 5% | 400000 | Litre | |
| 26 | 26 | (3.1.1.7) For staging 20 Mtr add 5% | |||
| 27 | 27 | (3.4) Providing and flxing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended upto date), as vertical pipes for RCC Reservoirs including specials required such as duckfoot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all resepect upto and from valve chamber as per direction of EIC, Technical Specification and Scope of work. | 30 | Mtr | |
| 28 | 28 | (3.4.1) 100 mm | 70 | Mtr | |
| 29 | 29 | (3.4.2) 150 mm | 30 | Mtr | |
| 30 | 30 | (3.4.3) 200 mm | |||
| 31 | 31 | (RUIDP \n19.20.2) Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated CI D/F Sluice valves of approved make (IS: 14846 amended upto date) PN 1.0 class of following dia complete (including jointing and jointing material) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. dia in mm | 1 | Each | |
| 32 | 32 | (19.20.2.2) 100 mm | 2 | Each | |
| 33 | 33 | (19.20.2.4) 150 mm | 1 | Each | |
| 34 | 34 | (19.20.2.5) 200 mm | |||
| 35 | 35 | C.W.R. (200 KL ) (BSR PHED JAIPUR 2019, RUIDP 2017) | |||
| 36 | 36 | (3.2) Construction of RCC Circular Clear Water Reservoirs of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top roof slab / dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion and food grade epoxy paint to inner face of the container and dome/slab, including refilling and disposing of surplus stuff , all labour and material charges, providing and fixing accessories such as M.S./Alluminium ladder/RCC Stairs inside and outside, manhole frame and cover, puddle collar, ventilators, satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure including dome, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job include painting the name of the scheme and other details on the reservoir and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.\nThe rate indicated below are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow arrangement.\n | |||
| 37 | 37 | The rate indicated below are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow arrangement. | 200000 | Litre | |
| 38 | 38 | (3.2.1) For capacity upto 500 KL. | |||
| 39 | 39 | (RUIDP \n19.20.2) Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated CI D/F Sluice valves of approved make (IS: 14846 amended upto date) PN 1.0 class of following dia complete (including jointing and jointing material) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. dia in mm | 1 | Each | |
| 40 | 40 | (19.20.2.4) 150 mm | 1 | Each | |
| 41 | 41 | (19.20.2.5) 200 mm | |||
| 42 | 42 | INSTALLATION OF PUMP MACHINERY (BSR RUIDP 2017 & PHED JAIPUR 2020 ) | 2 | Each | |
| 43 | 43 | (RUIDP \n19.81.7) Supply, delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and Commissioning of Horizontal Centrifugal Split Casting pumps with motor, CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts etc. complete with all respect as per the specification \nDischarge 31 to 40 LPS and head 31 to 40 M | 754 | Kg. | |
| 44 | 44 | (PHED BSR \n1.6.1) Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, owering, laying, aligning, fixing in position at all evel/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per :echnical specifications and direction of Engineer-in-charge.VIS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) | |||
| 45 | 45 | (RUIDP \n19.20.2) Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated CI D/F Sluice valves of approved make (IS: 14846 amended upto date) PN 1.0 class of following dia complete (including jointing and jointing material) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. dia in mm | 1 | Each | |
| 46 | 46 | (19.20.2.4) 150mm | 2 | Each | |
| 47 | 47 | (19.20.2.5) 200 mm | 2 | Each | |
| 48 | 48 | (RUIDP 19.52.2) Providing, installation, testing and commissioning of glycerin filled Pressure gauge of following ranges with isolation valve and tap off pipe complete in all respect as per technical specification and as per direction of Engineer.\n0 to 4.0 / 0 to 6.0 / 0 to 10.0 kg/cm² | 1 | Each | |
| 49 | 49 | (7.2.) STAR DELTA STARTER 30.0 HP - (1W+ 1S): I/C- MCCB 125A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 125/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and \n O/G- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 40A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (23-32A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 12.5 Kvar (2), S/D Timer(2) | |||
| 50 | 50 | (PHED BSR 2019\n2.20) P/Laying P.V.C. / XLPE insulated & P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor of IS:1554 P-I / IS :7098 P - I of Group 1 of approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. | |||
| 51 | 51 | (2.20.1) 10.0 Sq.mm | 70 | Mtr. | |
| 52 | 52 | 4 core | |||
| 53 | 53 | (2.20.2) 16.0 sq.mm | 90 | Mtr. | |
| 54 | 54 | 4 core | |||
| 55 | 55 | PUMP HOUSE (SIZE 6.0mX4.0 M) (Based on PWD Jalore 2013 BSR , RUIDP 2017) | 21.7 | Cum | |
| 56 | 56 | (B-1/ 1.8) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas(exceeding30 cm in depth.1.5min width as well as 10 sumonplan) including disposal of excavated earth, lead upto 50mandlift upto1.5m, disposed earth be levelled and neatly dressed: All kinds of soil. | 8.1 | cum | |
| 57 | 57 | (B-3/ 3.2.6) 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. 1:3:6 (1Cement :3 Course Sand :6 Graded stone aggregate 40 mm nominal size (Hand Broken) | 22.3 | cum | |
| 58 | 58 | (B-6/ 6.1.7) Random Rubble stone masonry for foundation and plinth in Cement Sand mortar above 30CM thick wall in: Cement Mortar 1:6 ( 1-Cement: 6-Sand ) | 22.3 | cum | |
| 59 | 59 | (B-6/ 6.2.7) Random Rubble stone masonry for superstructure above plinth level one storey height above 30cm. thick walls in : Cement Mortar 1:6 ( 1-Cement: 6-Sand). | 70.3 | sqm | |
| 60 | 60 | (B-6/ 6.4.2) Extra for facing as per design and detailed specifications including additional cost of stones over item No.6.1 & 6.2 for : Course rubble facing Second sort. | 91.3 | sqm | |
| 61 | 61 | (B-12/ 12.9.1) Plaster on new surface on walls in cement sand mortar 1 : 6 including racking of joint etc. complete finefinished : 25 mm thick | 12.4 | sqm | |
| 62 | 62 | (B-12/ 12.36.4) Pointing on stone masonary in cement sand mortar 1 : 3 Deep grooved | |||
| 63 | 63 | (B-9/9.28.1 + 9.28.3) Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3mm, 10cm! long embedded in cement concrete block 15x1 Ox 10cm. of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs anscrews or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with coper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required :anit. | 4.4 | sqm | |
| 64 | 64 | (a)Doors | 5.24 | sqm | |
| 65 | 65 | (b) Window side hugs | 3.25 | sqm | |
| 66 | 66 | (c) Ventilation top hugs | 5.4 | sqm | |
| 67 | 67 | (B-9/ 9.31) Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance | 29.85 | sqm | |
| 68 | 68 | (B-11/ 11.3.3) Cement concrete flooring grade 1:2:4 (1-cement : 2- coarse sand : 4-graded stone aggregate) rounding off edges etc. but excluding the cost of nosing of steps etc. complete : 50mm thick with 20mm thick nominal size aggregate. | 30.5 | sqm | |
| 69 | 69 | (B-12/ 12.56.1) Painting with ready mixed paint of approved brand and manufacture in all shades to give even shade on new steel work ( two or more coat) | 102 | Kg | |
| 70 | 70 | (B-9/ 9.4) Structural steel work welded in built up sections, trusses and framed work 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 in R.S. joist flats, tees, angles and channels. | 8.01 | cum | |
| 71 | 71 | (B-4/ 4.3.1) Reinforced cement concrete work in beams, suspended floors, roofs, griders having slopes up to 15°, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases 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 and joints excluding the cost of centering, shuttering and reinforcement: with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) | 40.01 | Sqm | |
| 72 | 72 | (B-4/ 4.12.1) Centering & 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: Walls (any thickness) including attached pilasters, buttresses plinth and string course. | 320 | Kg. | |
| 73 | 73 | (B-4/ 4.13.3) 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 three level. Hot rolled deformed bars (IS: 1139). | 2 | cum | |
| 74 | 74 | (B-3/\n 3.2.3) Providing & laying cement concrete including curing compaction etc. complete using stone aggregate 20 mm nominal size in foundation plinth excluding the cost of shuttering using M-15 grade mix 1 : 2 : 4 (1 cement : 4 courese sand : 4 graded stone aggreg | 85.6 | Sqm | |
| 75 | 75 | (B-12/ 12.51.2.1) Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: Old work (one or more coats) including scrapping surface and necessary repairs. Colour Change | 105.28 | Sqm | |
| 76 | 76 | (B-12/ 12.47.2) Colour washing of all shades to give an even shade including all scaffolding: New work (two or more coats) with a base coat of whiting | 3 | Sqm | |
| 77 | 77 | (B-6/ 6.16.4) Supplying and fixing in walls machine cut andpolished stone shelves, tands and sills in CM 1 : 3with machine cut edges Kota stone 25 to 30mm thick. | 5 | Sqm | |
| 78 | 78 | (B-5/ 5.10.3) Brick work in partition in super structure upto third storey 7cm. thick (brick on edges) using bricks of class designation 75 in : Cement mortar 1:6 (1 cement: 6 coarse sand) | 12.66 | cum | |
| 79 | 79 | (B-1/1.32) Filling in plinth with locally available river shingle under floors including watering ramming consolidating and dressing complete including cost of shingles sand. | |||
| 80 | 80 | RISING MAINS (BSR PHED JAIPUR 2019 & PHED JALORE 2014) | |||
| 81 | 81 | (BSR PHED 2019 1.4.2 \n) 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 butt fusion/ 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 up to 110 mm dia. in coil & above 110 mm dia straight length in 6 M.(PE-80,PN-10) | 990 | m | |
| 82 | 82 | (1.4.2.4) 140 mm | 797 | Cum | |
| 83 | 83 | ( BSR Jalore 2014 12.1.1) 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 for pipe line work. In All kinds of soil. | |||
| 84 | 84 | PART "B" | |||
| 85 | 85 | Distribution Mains (BSR PHED JAIPUR 2019, PWD JALORE 2013, RUIDP 2017, PHED JALORE 2014) | |||
| 86 | 86 | (PHED 2019 1.4) Providing, supplying,Lowering and Laying in standard length HDPE pipes of PE-80 PN-6 pipes confirming to IS 4984-1995 (amended upto date) with necessary jointing material like mechanical connection i.e.thred/insert joint/quick release coupler joint/compression fitting joint or flanged joint and speials jointing pipe by butt fusion weilding method,including all taxes(central and local ),transportation and freight charges,inspection charges,loading,unloading charges,staking the same in closed shade duly protecting from sun rays,including cost of labour and material,specials(tee,bend etc)satisfactory hydraulic testing it is complete as per technical specification and direction of engineer-in-charge(excluding earth work)(supply up to 90 mm dia coil and above 90mm dia straight/length in 6 m)\nNote:Providing and fixing of all requisitie specials as per drawing,design and layout are inclusive in RM measurment of the item and shall not be paid seprate. | 2860 | M | |
| 87 | 87 | 75 MM | 2150 | m | |
| 88 | 88 | 90 mm | 1502 | m | |
| 89 | 89 | 110 mm | 504 | m | |
| 90 | 90 | 140 mm | 80 | m | |
| 91 | 91 | 200 mm | 317 | M | |
| 92 | 92 | 225 MM | |||
| 93 | 93 | (PHED 2019 ) Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, 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. (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. | 227 | RM | |
| 94 | 94 | (1.1.4) 200 mm | 697 | RM | |
| 95 | 95 | (1.1.5) 250 mm | 180 | RM | |
| 96 | 96 | (1.1.6) 300 mm | 4500 | cum | |
| 97 | 97 | ( BSR Jalore 2014 12.1.1) 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 for pipe line work. In All kinds of soil. | |||
| 98 | 98 | (PWD 2013) Demolishing cement concrete including disposal of material within 50 meter lead : | 110 | Cum | |
| 99 | 99 | (14.2.1) 1:3:6 leaner mixture | 70 | Cum | |
| 100 | 100 | (14.2.2) 1:2:4 Richer mixture | |||
| 101 | 101 | (PHED 2014 CIRCLE JALORE) Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth level | 73 | cum | |
| 102 | 102 | (12.2.3) 1:2:4 (1 cement:2 course sand:4 graded stone aggregate 20mm nominal size | 70 | cum | |
| 103 | 103 | (12.2.4) 1:3:6 (1 cement:3 course sand:6 graded stone aggregate 20mm nominal size | |||
| 104 | 104 | House Hold Connection \n(Rates are based on PHED SOR 2020) | |||
| 105 | 105 | (BSR 2020 01.23) Providing service connection as per technical specification and 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/jhiri by 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 4.0 mm (ISI make) , gunmetal NRV (ISI make), valve (IS: 778) and specials with MDPE pipe PE 80 PN 12.5 as per ISO 4427, with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . In addition to the ferrule, an orifice of 4.0 mm dia should also be provided in the service line at the entry point of the consumer's property in such a way that it should be accessible for inspection to VWSC, PHED and any other authority which would like to inspect as and when required. The service line should be laid at least 45 CM below ground level, except in cases of concrete/bituminousroadswhen minimum depth shall be20cm.\nFor detailed specifications of MDPE pipes please refer section "Technical Specifications" 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 8 Kg/sq.cm.\n• The raw material shall be Food grade quality \nPressure rating shall be 12.5 Bar.\n• The pipes shall bear ISO marking.\n | 2100 | Each | |
| 106 | 106 | (1.23.1) Average length upto 05 mtr 20 mm dia MDPE pipe | 2100 | FHTC | |
| 107 | 107 | (4.1) 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. | 1 | a |
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