Public Health Engineering Department-PHED has published Annual Rate Contract For The Work Of Providing, Laying, Jointing And Testing Of Ms Pipelines Along With All Allied Works With Interconnection, Construction Of Rwh With Drainage Works Under Jurisdiction Of Phed Project Circle City, Jaipur Annual . Submission Date for this Tender is 11-11-2021. Pipe Laying Tenders in SE, PHED, Project Circle City, Jaipur Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 27-Oct-2021 | Corrigendum 1 | Technical Bid | 11-11-2021 |
| 2 | 29-Oct-2021 | Corrigendum 2 | Technical Bid | 11-11-2021 |
| Sl. No. | Item Description |
| 1 | Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, 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.), field joints, satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge; (excluding earthwork, internal lining and outer coating). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
| 2 | Dia of Pipe: 300.00 mm (I.D) |
| 3 | Thickness of Pipe 6.0 mm |
| 4 | Thickness of Pipe 8.0 mm |
| 5 | Dia of Pipe: 400.00 mm (I.D) |
| 6 | Thickness of Pipe6.0 mm |
| 7 | Dia of Pipe: 600.00 mm (I.D) |
| 8 | Thickness of Pipe 6.0 mm |
| 9 | Dia of Pipe: 800.00 mm (I.D) |
| 10 | Thickness of Pipe 6.0 mm |
| 11 | Dia of Pipe: 1000.00 mm (I.D) |
| 12 | Thickness of Pipe 10.0 mm |
| 13 | Providing and applying following Coating to the External surface of MS pipes, including preparation of surface by cleaning as per ISO 8502-3/ SSPC-SP10/ NACE No.2 near white blast cleaning and abrasive blasting to a finish to SA 2.5 as per ISO: 8501-1 and surface profile / anchor profile of 50-75 / 75-100 microns as per ISO: 8503-2, including field joint coating at site complete as per Technical specifications and direction of Engineer –in-charge: 3 LPE (3 Layer Polyethylene) / DFBE (Dual Layer Fusion Bonded Epoxy)/ PU (Polyurethane)/ Polyolefin Tape coating . |
| 14 | Providing and making inner cement mortar lining to M.S. Pipes with mechanical devices in cement mortar 1:1 proportion , including cost of all materials, labour, special sand required, machinery, power generation, all equipments, including carrying out "C" value performance test of pipeline, including field joints at site complete as per technical specification and direction of Engineer in Incharge. |
| 15 | 9 mm thick for pipes upto 700 mm dia |
| 16 | 12 mm thick for pipes above 700 mm dia |
| 17 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line 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. including required all safety provisions etc.: All kinds of soil |
| 18 | Add extra for trenches for every additional lift over item no 4.1 |
| 19 | Above 1.5 mtr and up to 3.0 mtr. |
| 20 | Dismantling of flexible pavement for pipe line 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 be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. |
| 21 | Bituminous courses |
| 22 | Granular courses |
| 23 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: |
| 24 | Cement Mortar 1:4 ( 1-Cement : 4-Sand). |
| 25 | Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in : |
| 26 | Cement Mortar 1:4 ( 1-Cement : 4-Sand). |
| 27 | Demolishing stone rubble masonry 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: |
| 28 | In cement mortar |
| 29 | Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : |
| 30 | 25mm |
| 31 | Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover 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 DIN 3202 F4/ IS 13095Drilled 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 both body 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- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR "O "ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvenised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport 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. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 32 | Class PN 1.6, Manually Operated with Gear |
| 33 | 300 mm dia |
| 34 | 600 mm dia |
| 35 | 1000 mm dia. |
| 36 | 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 confirfing 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 vulcanisedrubber 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. Suitablesupport 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. |
| 37 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 |
| 38 | 300 mm dia |
| 39 | 500 mm dia |
| 40 | Providing, lowering, laying, 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 Technical Specifications and as per direction of Engineer. Class PN 1.0 |
| 41 | 500 mm dia. |
| 42 | Providing, lowering, laying, 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 Technical Specifications and as per direction of Engineer. |
| 43 | 300 mm dia |
| 44 | 600 mm dia |
| 45 | 1000 mm dia. |
| 46 | 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 Engineerin-charge. |
| 47 | MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) |
| 48 | MS pipe specials above 600mm dia(with minimum 6.3mm thickness sheet) |
| 49 | SITC of Ultrasonic Level Transmitter suitable for measuring water levelin reservoir, Normal Powered 24VDC, Type of Transmitter: Two Wire ( 4-20 mA), Cable Entry:1/2" NPT (F), Sensor Material: PP, slip-on Flange: 2 ½” Flange, Material of Construction for Slip-on flange: PP, output 4~20mA, HART compatible,accuracy +/_ 0.2 % as per detailed Technical specification, scope of work and direction of Engineer in charge. |
| 50 | Measuring range 0.0 to 6.0 mtr |
| 51 | Providing, Installation, Testing and Commissioning of ULTRASONIC FLOW METER INSERTION TYPE for Water Application : Principle: Time of Flight / Type: Insertion / Protection : IP68 / Power Supply: 230 V AC / Output : 4-20 mA with HART / Accuracy: 2 - 3% size 200 - 1000 mm |
| 52 | Dismantling of cement concrete pavement for pipe line 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 widthspecified in tender document and no extra payment shall be made 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. |
| 53 | Providing, installation, testing and commissioning of following Stain less steel AISI 304 Expansion bellows of 10/16 bar rating with tie rods as per technical specifications and layout drawings including jointing material like nuts, bolts, rubber gaskets etc. complete in all respect as per technical specification and as per direction of Engineer. |
| 54 | 600 mm dia |
| 55 | 1000 mm dia. |
| 56 | Providing and laying in position specified grade ofcement 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 reinforcementfor Arches, arch ribs, domes, vaults, shells, folded plate, chimneys, shafts , roofs having slope more than 15º ,vertical and horizontal fins individually or forming box louvers, facias and eaves boards M20 grade Nominal Mix / Design Mix Add extra for providing richer mixes respectively at all floor levels. Providing M-30 grade concrete by using min 420 kg of cement per cum instead ofM-20 grade design mix. |
| 57 | Providing and laying in position specified grade ofcement concrete for RCC structural elements upto plinth 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. M20 grade Nominal Mix / Design Mix |
| 58 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : |
| 59 | Walls (any thickness) including attached pilasters,buttressesplinthandstring course. |
| 60 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 61 | 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. |
| 62 | Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 63 | 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. |
| 64 | M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). |
| 65 | Providing and fixing of Reinforced Ferrocement Drain cover designed for class "AA" loading duly marked on cover with adequate steel reinforcement having thickness 75mm to150mm anti corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkag eresistance compound abrasion resistant complete as per approved design etc. |
| 66 | for drain Opeining Size 1201 to 1500mm Standard Drain Cover Size 2100mm x 500mm x 150mm |
| 67 | Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required. |
| 68 | Diameter 900 mm |
| 69 | Supply & fixing Pre-cast RCC Rinngs at the mouth of recharge shaft of M20 mix with40 mm thickness |
| 70 | Diameter 900 mm |
| 71 | Supply & lowering air line of 25mm dia, G.I. pipe "B" class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig-Zag fashion & making air vent at top including the cost of Tee-Nipples, Elbow, Socket etc. |
| 72 | Supply and lowering vent air pipe 63mm dia rigid PVC pipe(IS 4985) mark class II (4kg per cm2 ) with required all necessary fittings including perforation of 3 to 5 mm size all around the pipe at a distance of 180 to 220mm in zig zag fashion and making air vent at top complete as per direction of Engineer incharge. |
| 73 | Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids |
| 74 | Size 3 to 5 mm |
| 75 | Size 9 to 12 mm |
| 76 | Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids. |
| 77 | Constructionoftubewellfromgroundlevel&upto100mtrdepthto accommodate housing and assembly pipe of following sizes in all type of alluviumstrata unconsolidatedformationsuchaspebbles,bouldersetc. bypercussion/rotarydrillingmethodasperIS:2800Part1:1991and IS:2800PartII:1979(both amendedupto date)and technical specifications, with gravel as per IS:4097-1967 and it"s packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & it"s primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping ofcoir-rope,wherevernecessaryforarrestingfinesandparticlesand developmentwork,butexcludingthecostofhousingandstrainerpipe assembly). The work would be completed after obtaining sand free water. |
| 78 | Nominal bore 200 mm dia. |
| 79 | Construction of tube well after completion of drilling by rotary /percussion/odexmethod&upto150mtr.depth inalltype ofrocksby DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amendeduptodate)andtechnicalspecifications.Thework shallbe deemedcompletedonlyafterobtainingsandfreewater.Theborewell should have a throughout nominal size bore beyond casing pipe. |
| 80 | Nominal bore 200 mm dia. |
| 81 | SupplyofERWM.S.blackcasingpipeISImarked(IS:4270/2001)or amended up to dateoffollowing sizes |
| 82 | 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) |
| 83 | Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. |
| 84 | 200 mm dia nominal bore of 5.4mm thickness |
| 85 | Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make |
| 86 | 110 mm dia |
| 87 | Grading Roof for water proofing treatment with water proofing compound |
| 88 | Cement Mortar 1:4 ( 1-Cement : 4-Sand). |
| 89 | Providing, Laying & Jointing R.C.C. class NP-2 Non- Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete : |
| 90 | 300mm dia Internal |
| 91 | Carriage Charges for Earth, Sand, Lime, Morrum manure or sludge for 10 Km lead |
| 92 | Barricading with M.S. Pipe as per design including tying with vertical post including digging out holes in all types of soil complete in all respect with two horizontal members height 1.2 m upto 1.5m above ground level and vertical supports upto 2.5 centre and upto 3 days period including removal and cleaning the site complete in all respect & including dressing of sides in all types of soil. |
| 93 | De-jointing and removing of already laidMS 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). 600 mm |
| 94 | Hire charges of Truck Trailor 30 Tonne Capacity |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
