Public Health Engineering Department-PHED has published Tender For Laying 200 Mm Dia Di Pipe For Iep Wash Out Ohr Over Flow Water And 63 Mm O.D. Upvc Pipe For Connection To Labour Office Near Madati High School And Gipipe At Culvert Crossing In Between Node No 166_167Drain At H_W Site Rcc Tank Etc. Submission Date for this Tender is 22-06-2023. Pipe Laying Tenders in siliguri West Bengal. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundation trenches or drain in all sorts of soil (including mixed soil but excluding lateritc or sand stone ) includig removing , spreading or stacking the spoils within a lead of 75m as directed .The item includes necessary trimming the bottom, bailing out water as required complete. |
| 2 | (a) Depth of excavation not exceeding 1.500mm |
| 3 | pillar 4x.6x.6x.6=.86 |
| 4 | pillar 8x1.0x1.0x1.0=8 |
| 5 | Drain 15x.9x0.6=8.1 |
| 6 | Tank 2x1.1x1.1x1=2.42 |
| 7 | at culvert 8x..9x.25=1.8 |
| 8 | Single brick flat soling of picked jhama brick including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. |
| 9 | pillar 8x.9x.9=6.48 |
| 10 | Drain 15x.9=13.5 |
| 11 | Tank 2x1.1x1.1=2.42 |
| 12 | at culvert 8x.9=7.2 |
| 13 | (I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor.(B) With N.B. Variety stone metal. (a) 1:3:6 proportion |
| 14 | a) 6:3:1 proportion |
| 15 | pillar 8x.9x.9x.075=0.49 |
| 16 | pillar 4x.3x.3x.55=.20 |
| 17 | Drain base15x0.9x0.075=1.01 |
| 18 | Tank base 2x1.1x1.1x.075=0.18 |
| 19 | at culvert 8.0x0.9x0.6=4.32 |
| 20 | less pipe 3.14x(.315/4)2x8.0=(-)0.75 |
| 21 | Drain base15x0.8x0.15=1.8 |
| 22 | drain wall 2x15.0x.15x0.4=1.8 |
| 23 | at H/w site boring 1.0x2.0x0.6=1.20 |
| 24 | at petrol pump 2x2.0x.15x.3=.18 |
| 25 | Ordinary cement concrete M-20 ( Mix 1:1.5:3 ) with graded stone chips (20mm.) excluding shuttering and reinforcement if any,in ground floor as per IS:456-2000. |
| 26 | a) River bazree |
| 27 | pillar8x.3x.3x2.7=1.94 |
| 28 | pillar 8x0.9x0.9x0.15=0.97 |
| 29 | Tank base 2x1.1x1.1x0.15=0.36 |
| 30 | Tank wall 2x4x1.0x1.0x0.15=1.2 |
| 31 | Tank top slab 2x1.2x1.2x0.1=0.29 |
| 32 | Hire and labour charges forproviding frame work of hard wood planking in building works incl. centering, shuttering . sturutting and propping etc. for insitu reinforced concrete and plain work of any shape and stripping off in due course.i) In foundation with 25mm. thick planks. |
| 33 | pillar 8x4x0.9x0.075=2.16 |
| 34 | pillar 8x4x0.9x0.15=4.32 |
| 35 | pillar 8x4x0.3x2.7=25.92 |
| 36 | pillar 4x4x0.3x0.55=2.64 |
| 37 | drain base 15x2x0.9x0.075=2.25 |
| 38 | drain 15x2x0.8x.15=3.6 |
| 39 | drain wall 2x2x15.0x.0.4=24 |
| 40 | culvert 8.0x2x0.6=9.6 |
| 41 | petrol pump 2x2x2.0x0.3=2.4 |
| 42 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16gauge black annealed wire at every inter-section, complete as per drawing and direction. |
| 43 | (a) For work in foundation, basement and upto roof of ground floor |
| 44 | (i) Tor steel / Mild steel( non TATA/SAIL/RINL)pillar 10 dia |
| 45 | main 8x4x(0.15+2.65)=89.6 @ 0.62 kg /m=55.55kg |
| 46 | pillar footing 8 mm dia 8x(5+5)x(0.075+0.9)=78.4 @.39kg/m=30.58 kg |
| 47 | Tank 10 mm dia 2x6x6nosx1.15=82.8 @0.62 kg/m=51.34 kg |
| 48 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis ofmasurement of finished quantity of work) (a) With earth obtained from excavation of foundation |
| 49 | Plaster(to wall,floor,ceiling etc.) with sand and cement morter including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface,including throading, nosing and drip course where necessary. |
| 50 | (c ) With (4:1) cement morter, 10.mm thick plaster drain base15.0x0.35=5.25drain walls 2x15.0x(0.4+0.15)=16.5 |
| 51 | Neat cement punning about 1.5mm thick in wall,dado,window sills,floor,drain etc. |
| 52 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. a) above 150 mm thick. |
| 53 | Supplying, fitting and fixingpeets valve fullway gunmetal standard pettern best quality of approved brand bearing I.S.I. making with fitting ( tested to 21 kg.per sq.cm) |
| 54 | i) 25 mm dia. |
| 55 | ( ii ) 15 mm dia.. |
| 56 | Supplying ,fitting and fixing Alloy Iron with brass spindle stop cock /bib cock of approved make and brand spray painted andtested to 21kg. per sq. cm. |
| 57 | ( i ) 15 mm dia.. |
| 58 | Supplying ,fitting and fixing 10 litre P.V.C.low-down cistern conforming to I.S.specification with P.V.C. fitting complete,C.I.brackets including two coats of painting to bracket etc. |
| 59 | Supplying,fitting and fixing approved brand P.V.C.CONNECTOR white flexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia. |
| 60 | (i) 900 mm long |
| 61 | a) Labour for hoisting plastic water storage tank. |
| 62 | (i)Upto 1500 litre capacity.( at roof of 1st story) |
| 63 | b) Labour for punching hole in plastic water storage tank upto 50 mm dia. |
| 64 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer.a) 500 litre capacity |
| 65 | Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I).(A) PVC Pipes.25 mm dia |
| 66 | ii) 15 mm dia |
| 67 | Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, ongscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately)(A) For Exposed Work .(i) 125 mm dia. medium quality |
| 68 | ii) 100 mm dia |
| 69 | Wash basin vitreous china of approved make (without fittings) supplied,fitted and fixed in position on 75mm X 75 mm X 75 mm wood blocks and C.I. brackets including two coats of painting of C.I. brackets. (i) 450 mm X 300 mm size |
| 70 | Supply of High Density Poly-ethylene Pipe conforming to IS - 4984 - 1985 (Dia) [PE - 63]and Labour for fitting and fixing high density poly-ethylene pipes or P.V.C. pipes for above ground work including cost of jointing materials paints etc. fitting and fixing all necessary specials, cutting pipes, making threads, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps(any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineer-in-charge. (Payment will be made on centre line measurement of the total pipeline including specials. )(B)Under Ground(vii) 65 mm dia Working 6 Kg / Sq.Cm. (Working Pressure) |
| 71 | ii) Laying of pipe line including cost of pipe & fitting / specials but excluding cost of valves. |
| 72 | i) 63 mm (OD) |
| 73 | Carrying CI/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10mtr. below existing ground level in any kind of soil including mixed with boulder, road sub-grade and its flank,but excluding moorum and laterite and stone etc.without damaging the exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne by the agency in his own cost) preparing the bottom surface for continuous bedding of pipe line and laying pipes, fitting, fixing specials and valves with bailing out water if any including carriage of pipes, specials and valves from local deptt. store within 8KM and back filling the trenches with excavated earth in layers to original condition as per specification and direction of EIC. The surplus materials after execution of work are to be return to the deptt. store. N.B: i) Any deviation from required clear cover of 1.10mtr., due to site adverse condition, prior permission is to be obtained from the EIC in exceptional situation and payment will be made on prorate basis over the rate of entire item ii) No payment will be made without hydraulic test of the pipe line either part or full iii) The pipes, specials and valves , rubber gasket will be supplied deptt. free of cost |
| 74 | a) 200mm dia. |
| 75 | Making rubber gasket joint to CI/DI pipes maintaining proper alignment level etc. by mechanical arrangement with or without using mobile cranes where necessary and with help of all other equipments tools and tackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost)a) 200mm dia. |
| 76 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish asirected within a lead of 75 m.a) In ground floor including roof. |
| 77 | Construction of different dia Sluice valve /Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve all complete including cost of labour &aterials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified]i) 80 mm to 150 mm dia pipe |
| 78 | ii) 250 mm dia to 350 mm dia |
| 79 | Dismantling existing ferule with fitting and refixing the same after cleaning and washing of pipe line upto stand post |
| 80 | Labour charges for repairing of UPVC pipe by using UPVC socket and solvent cement including earth work in excavation with dewatering and necessary tracing out the actual position of brusting / leakage, cutting the pipe to required length in the trenches and replacing the same with new pipe (as per required length) including fitting fixing after roughing the UPVC surface & supplying and applying solvent cement, back filling the trenches with excavated earth upto the same as per direction of EIC all complete (UPVC pipes and specials, solvent cement to be supplied by the Agency). Unserviceable broken withdrawn surplus materials are to be deposited to the Deptt. store. |
| 81 | i) 90 mm Dia |
| 82 | ii) 110 mm Dia |
| 83 | iii) 125 mm Dia |
| 84 | iv) 140 mm Dia |
| 85 | v) 160 mm Dia |
| 86 | vi) 180 mm Dia |
| 87 | vii) 200 mm Dia |
| 88 | Supply & delivery atfollowing nominal sizes and classes CIDF sluice valve in terms with IS 14846-2000, inside screw non rising, stern, flanges faced and drilled as per IS 1538-1993, spindle/ stern with SSAISI410 as per IS 6603-1972, body, bonnet, wedge, stuffing box gland thrust plate, cap inconformity with IS 210-1978, with an amendments order IS specification as stated.(Upadhaya/Kirlosker / kejriwal /IVP/L & T/VAG/M & P) Make class-PN 1.0 with Cap. |
| 89 | 150 mm dia |
| 90 | Making flange joint to CIDF pipe, specials, valves etc.with supply of necessary nuts and bolts, rubber insertion of 6kg/m2 (3mm gauge) and materials required including dewatering if any tools and plants, labour cost etc. as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW make) for |
| 91 | 150 MM dia |
| 92 | Supply at site and specials as per relevent I.S. (IS : 7181-1974,IS:5531-1977,IS:1538-1976) specification with latest amendment including cost of loading, carrying,unloading,stacking properly & all other charges etc complete as per direction of E.I.C.(mode of measurement will be on book weight & specials). |
| 93 | i) 150mm dia CIPE tail piece( 2 nos@ 22.5 Kg Each) |
| 94 | Add GST @18% |
| 95 | Add Cess @ 1% |
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