Providing , Laying , Jointing And Commissioning Of Various Type And Size Of Pipeline Under Sub Division Rohat Nit No . 6/2021-22 Division Pali
Tender Value
Ref. Documents
Estimated cost
Bid Submission
26 Apr 2021
0 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Rohat → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Providing , Laying , Jointing And Commissioning Of Various Type And Size Of Pipeline Under Sub Division Rohat Nit No . 6/2021-22 Division Pali
BOQ
| Name of Work: \"Providing, laying, jointing and commissioning of various type and size of pipeline under Sub Division Rohat\" | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | PHED BSR 2020 | |||
| 2 | 2 | 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. | |||
| 3 | 3 | 80 mm | 1 | RMT | |
| 4 | 4 | 100 mm | 1 | RMT | |
| 5 | 5 | 150 mm | 1 | RMT | |
| 6 | 6 | 200 mm | 1 | RMT | |
| 7 | 7 | 250 mm | 1 | RMT | |
| 8 | 8 | 300 mm | 1 | RMT | |
| 9 | 9 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). | |||
| 10 | 10 | A/S Tee , Bend, Reducer (All End Socketed) | |||
| 11 | 11 | Upto 300 mm Diameter | 1 | Kg | |
| 12 | 12 | Flange Socket, Spigot, Hy. Tee. | |||
| 13 | 13 | Upto 300 mm Diameter | 1 | Kg | |
| 14 | 14 | A/F Tee , Bend, Reducer (All End Flanged) | |||
| 15 | 15 | Upto 300 mm Diameter | 1 | Kg | |
| 16 | 16 | Double Flange Pipe (upto 1 mtr. length) | |||
| 17 | 17 | Upto 300 mm Diameter | 1 | Kg | |
| 18 | 18 | HDPE PIPES | |||
| 19 | 19 | 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.Supply may be in coil or straight length in 6 M/12 M. | |||
| 20 | 20 | HDPE PE-80 PN-6 | |||
| 21 | 21 | 75 mm dia | 1 | RMT | |
| 22 | 22 | 90 mm dia | 1 | RMT | |
| 23 | 23 | 110 mm dia | 1 | RMT | |
| 24 | 24 | HDPE PE-80 PN-10 | |||
| 25 | 25 | 90 mm dia | 1 | RMT | |
| 26 | 26 | 110 mm dia | 1 | RMT | |
| 27 | 27 | 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 of pipe shall be in straight length in 6/12 M. | |||
| 28 | 28 | HDPE PE-80 PN-6 | |||
| 29 | 29 | 125 mm dia | 1 | RMT | |
| 30 | 30 | 140 mm dia | 1 | RMT | |
| 31 | 31 | 160 mm dia | 1 | RMT | |
| 32 | 32 | 180 mm dia | 1 | RMT | |
| 33 | 33 | 200 mm dia | 1 | RMT | |
| 34 | 34 | 225 mm dia | 1 | RMT | |
| 35 | 35 | HDPE PE-80 PN-10 | |||
| 36 | 36 | 125 mm dia | 1 | RMT | |
| 37 | 37 | 140 mm dia | 1 | RMT | |
| 38 | 38 | 160 mm dia | 1 | RMT | |
| 39 | 39 | 180 mm dia | 1 | RMT | |
| 40 | 40 | 200 mm dia | 1 | RMT | |
| 41 | 41 | 225 mm dia | 1 | RMT | |
| 42 | 42 | MS PIPES AND SPECIALS | |||
| 43 | 43 | 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. | |||
| 44 | 44 | MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) | 1 | Kg | |
| 45 | 45 | Laying Jointing and Removing of pipe line | |||
| 46 | 46 | De-jointing and removing of already laid CI/DI pipes of following diameters in excavated trenches with care, without damaging pipes, CID joints, valves, specials etc. and other materials and then refilling of soil after de-laying and de-jointing of pipelines with proper compaction and disposing of all surplus soil as directed with in a lead of 30 mtr. This also include stacking the pipes with care and transporting the same to div./sub div. store or as directed by EIC with in the division. (Rates are Exclusive of Earth Work) | |||
| 47 | 47 | 80 mm | 1 | RMT | |
| 48 | 48 | 100 mm | 1 | RMT | |
| 49 | 49 | 125 mm | 1 | RMT | |
| 50 | 50 | 150 mm | 1 | RMT | |
| 51 | 51 | 200 mm | 1 | RMT | |
| 52 | 52 | 250 mm | 1 | RMT | |
| 53 | 53 | De-jointing and removing of already laid MS pipes of following diameters in excavated trenches with care, without damaging pipes, CID joints, valves, specials etc. and other materials and then refilling of soil after de-laying and de-jointing of pipelines with proper compaction and disposing of all surplus soil as directed with in a lead of 30 mtr. This also include stacking the pipes with care and transporting the same to div./sub div. store or as directed by EIC with in the division. (Rates are Exclusive of Earth Work) | |||
| 54 | 54 | 100 mm | 1 | RMT | |
| 55 | 55 | 125 mm | 1 | RMT | |
| 56 | 56 | 150 mm | 1 | RMT | |
| 57 | 57 | 200 mm | 1 | RMT | |
| 58 | 58 | 250 mm | 1 | RMT | |
| 59 | 59 | Laying, Jointing, Testing and Commissioning of Ductile Iron (DI) Pipes of any class in assorted length with specials, valves etc. including local handling and transportation from PHED store and then refilling of soil with proper compaction and disposing of all surplus soil as directed with in a lead of 30 mtr as per satisfaction of EIC. (Rates are Exclusive of Earth Work and jointing materials) | |||
| 60 | 60 | 80 mm | 1 | RMT | |
| 61 | 61 | 100 mm | 1 | RMT | |
| 62 | 62 | 125 mm | 1 | RMT | |
| 63 | 63 | 150 mm | 1 | RMT | |
| 64 | 64 | 200 mm | 1 | RMT | |
| 65 | 65 | 250 mm | 1 | RMT | |
| 66 | 66 | 300 mm | 1 | RMT | |
| 67 | 67 | Laying, Jointing, Testing and Commissioning of HDPE pipes of any grade in assorted length with specials, valves etc. with jointing material/ fixing of necessary jointing material like mechanical connector i.e. thread/ insert joint/quick release coupler joint compression fitting joint or flanged joint and jointing pipe in proper position and jointing of all specials by butt fusion / electro fusion welding method, including local handling and transportation from PHED store and then refilling of soil with proper compaction and disposing of all surplus soil as directed with in a lead of 30 mtr as per satisfaction of EIC. (Rates are Exclusive of Earth Work and jointing materials) | |||
| 68 | 68 | 90 mm | 1 | RMT | |
| 69 | 69 | 110 mm | 1 | RMT | |
| 70 | 70 | 125 mm | 1 | RMT | |
| 71 | 71 | 140 mm | 1 | RMT | |
| 72 | 72 | 160 mm | 1 | RMT | |
| 73 | 73 | 180 mm | 1 | RMT | |
| 74 | 74 | 200 mm | 1 | RMT | |
| 75 | 75 | 225 mm | 1 | RMT | |
| 76 | 76 | Earth work, Road cutting, repairing & trenchless laying | |||
| 77 | 77 | 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. | |||
| 78 | 78 | In all type of soil | |||
| 79 | 79 | For HDPE pipe line dia up to 110 mm | 1 | RMT | |
| 80 | 80 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | 1 | RMT | |
| 81 | 81 | For dia of pipe above 150 mm and up to 350 mm nominal. | 1 | RMT | |
| 82 | 82 | In soft Rock | |||
| 83 | 83 | For HDPE pipe line dia up to 110 mm | 1 | RMT | |
| 84 | 84 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | 1 | RMT | |
| 85 | 85 | For dia of pipe above 150 mm and up to 350 mm nominal. | |||
| 86 | 86 | Deduct rate for above item of E/W for pipe line, in case of road cutting, deduct 10% for each layer of 100 mm thick road cut i.e. 20% for 200 mm thick and so on. | |||
| 87 | 87 | 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. | 1 | Cum | |
| 88 | 88 | Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, 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 per technical specification and scope of work. | |||
| 89 | 89 | Bituminous courses | 1 | Cum | |
| 90 | 90 | Granular courses | 1 | Cum | |
| 91 | 91 | Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in base course complete including 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. | 1 | CUM | |
| 92 | 92 | 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. | |||
| 93 | 93 | M20 grade Nominal Mix\n1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm\nnominal size). | 1 | CUM | |
| 94 | 94 | Removing & Re-fixing of Precast concrete interlocking blocks by manual, stacking of severciable & un serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block, all lead and lift as per general specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) | |||
| 95 | 95 | c) 100 mm thick | 1 | Sqm. | |
| 96 | 96 | Horizontal directional drilling (by trenchless technology) of suitable dia hole below natural ground level in all type of soil and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coil including excavation, shoring/ strutting, preparation, maintain the thrust and including excavation and refilling of drive pit and exit pit as per technical specification and scope of work. | 1 | RMT | |
| 97 | 97 | Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved by authority specification and the direction of the Engineer.\nApply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification. \n | |||
| 98 | 98 | 300 mm Dia 8 mm thick casing pipe with protective coating. | 1 | RMT | |
| 99 | 99 | 400 mm Dia 8 mm thick casing pipe with protective coating. | 1 | RMT | |
| 100 | 100 | 500 mm Dia 8 mm thick casing pipe with protective coating. | 1 | RMT | |
| 101 | 101 | VALVES AND APPURTENANCE | |||
| 102 | 102 | 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. | |||
| 103 | 103 | Manually Operated CI Sluice valve of Class PN-1.0 | |||
| 104 | 104 | 80 mm HW | 1 | Each | |
| 105 | 105 | 100 mm HW | 1 | Each | |
| 106 | 106 | 125 mm HW | 1 | Each | |
| 107 | 107 | 150 mm HW | 1 | Each | |
| 108 | 108 | 200 mm HW | 1 | Each | |
| 109 | 109 | 250 mm HW | 1 | Each | |
| 110 | 110 | 300 mm HW | 1 | Each | |
| 111 | 111 | 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) ,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. | |||
| 112 | 112 | Class PN 1.0 | |||
| 113 | 113 | 80 mm dia | 1 | Each | |
| 114 | 114 | 100 mm dia | 1 | Each | |
| 115 | 115 | 125 mm dia | 1 | Each | |
| 116 | 116 | 150 mm dia | 1 | Each | |
| 117 | 117 | 200 mm dia | 1 | Each | |
| 118 | 118 | 250 mm dia | 1 | Each | |
| 119 | 119 | 300 mm dia | 1 | Each | |
| 120 | 120 | 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. | |||
| 121 | 121 | Class PN 1.0 | |||
| 122 | 122 | 15 mm S-1 Type | 1 | Each | |
| 123 | 123 | 25 mm S-1 Type | 1 | Each | |
| 124 | 124 | 40 mm S-1 Type | 1 | Each | |
| 125 | 125 | 50 mm S-2 Type | 1 | Each | |
| 126 | 126 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valve 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.HP Orifice- HTB2/ SS, Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS: 6418, Fastners - CS, All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660and 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. Note: Rates are exclusive of connecting tee, pipe piece and earth work. | |||
| 127 | 127 | Class PN 1.0 | |||
| 128 | 128 | 40 mm | 1 | Each | |
| 129 | 129 | 50 mm | 1 | Each | |
| 130 | 130 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (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. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. | |||
| 131 | 131 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6 | |||
| 132 | 132 | 80 mm dia | 1 | Each | |
| 133 | 133 | 100 mm dia | 1 | Each | |
| 134 | 134 | 125 mm dia | 1 | Each | |
| 135 | 135 | 150 mm dia | 1 | Each | |
| 136 | 136 | 200 mm dia | 1 | Each | |
| 137 | 137 | 250 mm dia | 1 | Each | |
| 138 | 138 | 300 mm dia | 1 | Each | |
| 139 | 139 | Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Bonnet & disc of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per IS 5312 (part -1):2004 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body, cover and disc inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS.Shaft of SS- AISI- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR \"O\" ring seal Nut-Bolt confirming to 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. | |||
| 140 | 140 | Class PN 1.0/1.6 | |||
| 141 | 141 | 80 mm dia | 1 | Each | |
| 142 | 142 | 100 mm dia | 1 | Each | |
| 143 | 143 | 125 mm dia | 1 | Each | |
| 144 | 144 | 150 mm dia | 1 | Each | |
| 145 | 145 | 200 mm dia | 1 | Each | |
| 146 | 146 | 250 mm dia | 1 | Each | |
| 147 | 147 | 300 mm dia | 1 | Each | |
| 148 | 148 | Providing, lowering, aligning & fixing in position DI D/F Plunger Type Flow Control Valve of approved make of following Pressure rating & dia complete and of following specifications: Body- Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or EN-JS 1030, Plunger/ Piston - Stainless steel AISI- 304/ Gr 1.4301, Piston Guides- Bronze Welded Overlay / SS Shaft/Crank/Spindle- Stainless steel AISI- 420/ Gr 1.4021 Body Seat Ring- Stainless steel AISI- 316/304/ Bronze IS:318- LTB2 ,Seal ( O- ring / Quad ring)- EPDM/ NBR, Bearing Bush - Bronze IS:318- LTB2,Slotted cylinder / Strainer / Diffuser- AISI- 420/ 304,Nut- Bolts - SS, Face to Face- as per ANSI B 16.1/ EN 558-1 and Flange ends should be as per ANSI B-16.5, Class 150 and Class 300/ EN-1092-2. Insersion rubber of black EPDM 6mm thick ,Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied both inside and outside . Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning as per Technical Specification & as per direction of Engineer-In- Charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. | |||
| 149 | 149 | Pilot Operated Plunger Type Flow Control Valve | |||
| 150 | 150 | 80 mm diameter | 1 | Each | |
| 151 | 151 | 100mm diameter | 1 | Each | |
| 152 | 152 | 125 mm diameter | 1 | Each | |
| 153 | 153 | 150mm diameter | 1 | Each | |
| 154 | 154 | 200mm diameter | 1 | Each | |
| 155 | 155 | 250mm diameter | 1 | Each | |
| 156 | 156 | Dismantling/ Expansion Joints | |||
| 157 | 157 | Providing, lowering, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6\n | |||
| 158 | 158 | 80 mm dia | 1 | Each | |
| 159 | 159 | 100 mm dia. | 1 | Each | |
| 160 | 160 | 125 mm dia. | 1 | Each | |
| 161 | 161 | 150 mm dia. | 1 | Each | |
| 162 | 162 | 200 mm dia. | 1 | Each | |
| 163 | 163 | 250 mm dia. | 1 | Each | |
| 164 | 164 | 300 mm dia. | 1 | Each | |
| 165 | 165 | Providing, lowering, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6\n | |||
| 166 | 166 | 80 mm dia | 1 | Each | |
| 167 | 167 | 100 mm dia. | 1 | Each | |
| 168 | 168 | 125 mm dia. | 1 | Each | |
| 169 | 169 | 150 mm dia. | 1 | Each | |
| 170 | 170 | 200 mm dia. | 1 | Each | |
| 171 | 171 | 250 mm dia. | 1 | Each | |
| 172 | 172 | 300 mm dia. | 1 | Each | |
| 173 | 173 | Electromegnetic Flow meter | |||
| 174 | 174 | SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of following dia and specifications complete: Media : Water (Raw/ Chlorinated) , Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304, Electrode : SS AISI 316L / Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement of IEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart, Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parameters and totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection with existing pipeline including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. \nNote: Rates are exclusive of tail piece / dismantling joints and earth work. | |||
| 175 | 175 | EFM 50 mm | 1 | Each | |
| 176 | 176 | EFM100 mm | 1 | Each | |
| 177 | 177 | EFM 150 mm | 1 | Each | |
| 178 | 178 | RUIDP BSR 2017 | |||
| 179 | 179 | Construction of brick masonry valve chamber for different type of valves with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand), wall 230mm thick, top cover slab 150mm thick RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) with C.I. surface box with hinged cover 100x100x75mm (deep) including earthwork excavation, 100mm thick leveling course of PCC M10 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) including cost of steel reinforcement not less than 80kg per\ncum CC, form work, proper curing complete in all respect as per standard specifications and drawings and as directed by Engineer. | |||
| 180 | 180 | 60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve | 1 | Each | |
| 181 | 181 | 90cm x 90cm x 100cm (depth) for 200/250/300 mm dia valve | 1 | Each | |
| 182 | 182 | 120cm x 120cm x 100cm (depth) for 350/400/450/ 500/600 mm diavalve | 1 | Each | |
| 183 | 183 | Labour Charges for making connection with proposed pipe line to existing pipe line of AC including dewatering etc. complete but excluding the cost of pipes, specials, joints etc as directed by site engineer for following dia. (Earthwork to be measured and paid separately) | |||
| 184 | 184 | 80-200 mm dia | 1 | Each | |
| 185 | 185 | 250-500 mm dia | 1 | Each | |
| 186 | 186 | Labour Charges for making connection with proposed pipe line to existing pipe line of PVC/ HDPE/ GRP including dewatering etc. complete but excluding the cost of pipes, specials, joints etc asdirected by site engineer for following dia. (Earthwork to be measured and paid separately) | |||
| 187 | 187 | 80-200 mm dia | 1 | Each | |
| 188 | 188 | 250-500 mm dia | 1 | Each | |
| 189 | 189 | Providing, lowering, laying, aligning, fixing in position and jointing CI D- joint class-10 as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. | |||
| 190 | 190 | 80 mm dia | 1 | Each | |
| 191 | 191 | 100 mm dia | 1 | Each | |
| 192 | 192 | 125 mm dia | 1 | Each | |
| 193 | 193 | 150 mm dia | 1 | Each | |
| 194 | 194 | 200 mm dia | 1 | Each | |
| 195 | 195 | 250 mm dia | 1 | Each | |
| 196 | 196 | 300 mm dia | 1 | Each | |
| 197 | 197 | PWD BSR 2019 of District Pali | |||
| 198 | 198 | 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 | |||
| 199 | 199 | 1:1.5:3 (1Cement: 1.5 Course Sand: 3 Graded stone aggregate 20 mm nominal size) | 1 | Cum | |
| 200 | 200 | 1:2:4 (1Cement: 2 Course Sand: 4 Graded stone aggregate 20 mm nominal size) | 1 | Cum | |
| 201 | 201 | 1:3:6 (1Cement: 3 Course Sand: 6 Graded stone aggregate 20 mm nominal size) | 1 | Cum | |
| 202 | 202 | 1:4:8 (1Cement: 4 Course Sand: 8 Graded stone aggregate 40 mm nominal size (Crusher Broken) | 1 | Cum | |
| 203 | 203 | Filling in plinth with sand under floor including watering and ramming etc. including cost of sand | 1 | Cum | |
| 204 | 204 | Providing and laying in position specified grade of reinforced cement concrete including curing compaction finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. All work up to plinth level :IS:456: 2000 | |||
| 205 | 205 | 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) M- 15. | 1 | Cum | |
| 206 | 206 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level. | 1 | Sqm | |
| 207 | 207 | 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. Cold twisted deformed bars (IS : 1786) | 1 | Kg | |
| 208 | 208 | Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in : | |||
| 209 | 209 | Cement Mortar 1:6 (1-Cement:6-Sand). | 1 | Cum | |
| 210 | 210 | Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. | 1 | Kg. | |
| 211 | 211 | 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 : | |||
| 212 | 212 | 50 mm thick with 20 mm thick nominal size aggregate. | 1 | Sqm | |
| 213 | 213 | Plaster on new surface on walls in cement sand mortar 1:6 including raking of joints etc. complete fine finish: | |||
| 214 | 214 | 25 mm thick. | 1 | Sqm | |
| 215 | 215 | P & F G.I. Pipes (External work) with G.I. fittings (IS:1239 Mark) including trenching & refilling earth etc. | |||
| 216 | 216 | 32 mm dia nominal bore. | 1 | per mtr | |
| 217 | 217 | 50mm dia nominal bore. | 1 | per mtr | |
| 218 | 218 | 65mm dia nominal bore. | 1 | per mtr | |
| 219 | 219 | 80mm dia nominal bore. | 1 | per mtr | |
| 220 | 220 | 100 mm dia nominal bore. | 1 | per mtr | |
| 221 | 221 | P & F Full-way valve (IS:778 Mark) or wheel valve of approved make : | |||
| 222 | 222 | Gun-metal 32 mm nominal bore. | 1 | per Each | |
| 223 | 223 | Gun-metal 50 mm nominal bore. | 1 | Sqm | |
| 224 | 224 | 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/PVC clamp with saddle piece, gunmetal ferrule 4.0 mm (ISI make) , valve (IS: 778) and specials with MDPE pipe PE 80 PN 12.5 as per ISO 4427 below ground level and GI 15 mm class B (ISI mark) above ground level ( max. length 3.0 mtr), P&F a Bib Cock (IS : 8931 Mark), Superior quality Brass 400 gm,15 mm nominal bore including accessories 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 case of concrete/bituminous roads where minimum depth shall be 20 cm.\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 | |||
| 225 | 225 | Average length up to 05 mtr 20 mm dia MDPE pipe/ 15 mm GI class B pipe | 1 | Each | |
| 226 | 226 | Extra length of 20 mm MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. | 1 | Mtr |
AI Tender Summary
Tender Timeline
Apr 14, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedApr 26, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 27, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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