Construction Of Pump House 2 Nos., Rig Bore 2 Nos. Big Dia T/W By Odex- 165 Method, Boundary Walls, Laying Distribution System (Hdpe Pipe), Rising Main , Providing Fhtc & Supplying Fabrication On Suitable Rcc Foundation & Commissioning With 3 (Three) Mont
Tender Value
2.24 Crore
Estimated cost
Bid Submission
23 Dec 2022
0 days left
EMD
4.49 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kharibari → West Bengal
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Not Available
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Not Available
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Address
Project Description
Construction Of Pump House 2 Nos., Rig Bore 2 Nos. Big Dia T / W By Odex- 165 Method, Boundary Walls, Laying Distribution System ( Hdpe Pipe ) , Rising Main , Providing Fhtc & Supplying Fabrication On Suitable Rcc Foundation & Commissioning With 3 ( Three ) Months Trial Run Iep ( 20 M Cum / Hr ) And Allied Works At Augmentation Of Buraganj & Jatru Pwss At Kharibari Block Under Siliguri Sub Division, P.H.E. Dte.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundation trenches or drains or septic tank soak well etc. in all sorts of soil (including mixed soilbut excluding latarite or sand stone) including removing spreading or stack- ing the spoils within a lead of 75m. as directed. The item includes necessary trimming thebottom, bailing out water etc. as required complete. |
| 2 | Depth of excavation not exceeding 1.500 mm |
| 3 | 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. |
| 4 | Cement concrete with 30mm.down graded shinglesexcluding shuttering.A) 6:3:1 proportion |
| 5 | Brick work with 1st class bricks in cement morter (4:1)(a) In foundation & plinth |
| 6 | Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 15cm. including water and ramming etc. layer by layer complete. |
| 7 | Earth obtained from excavation of foundation, 1/5th. of excavation. |
| 8 | 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. |
| 9 | In foundation with 25mm. thick planks without staging. |
| 10 | With 25mm.to 30 mm thick planks upto roof of ground floor |
| 11 | Ordinary Cement concrete M-20 (mix 1:1.5:3) with graded stone chips (20 mm) excluding shuttering and reinforcement, if any, in ground floor as per IS 456 - 2000.(a) Rivere bazree |
| 12 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. As directed and consolidating same by thorough saturation with water ramming complete, including the cost of supply of sand ( Payment to be made on measurement of finished quantity ) |
| 13 | 125mm thick brick work with 1st class brick in cement morter (4:1) in ground floor. |
| 14 | 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. (a) For work in foundation, basement and upto roof of ground floor |
| 15 | Tor steel / Mild steel (JWS/ LSPL/SHYAM/SRMB/ BMASL/ ELECROSTEEL/SSL.) |
| 16 | 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.IN GROUND FLOOR. |
| 17 | With (6:1) cement morter , 20.mm thick plaster |
| 18 | With (4:1) cement morter, 15.mm thick plaster |
| 19 | With (4:1) cement morter, 10.mm thick plaster |
| 20 | Neat cement punning about 1.5mm thick in wall, dado, window sills, floor,drain,etc. |
| 21 | Artificial stone in floor,dado staircase etc.with cement concrete (4;2;1) with stone chips. Laid in panels as directed with tooping made with ordinary or white cement (as necessary) and marble dust in proportion (2;1) including smooth finishing and rounding off corners and including application of cement slurry before flooring works, using cement @1.75.kg /sq.mall complete including all materials and labour. |
| 22 | 3 mm thick topping (High polishing grinding on this item is not permitted) with ordinary cement. (i) 25mm thick. A) In Ground floor. |
| 23 | M.S. works in framed gratings of window etc.made of round or square bars and frame work or M.S. flats (with the bars securely fixed to the flat bar frame) with or without intermediate flat bar stiffener and fixed with necessary screws etc. complete, as directed.In G.F. For Door & window frame, 30x30x5 @2.2 kg /m |
| 24 | Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials. For Door & Window shutter. |
| 25 | Suppying, fitting, fixing M.S. clamp for fixing door and window frame made of flat bent bar, end bifurcated, fixed in cement concrete with stone chips (4:2:1) fitted and fixed complete as per direction. (Cost of cement concrete will be paid separately ). |
| 26 | 40mm X 6mm250 mm length. |
| 27 | Iron but hinges of approved quality fitted and fixed with steel screws, with ISI mark. |
| 28 | 75 mm X 47 mm X 1.12 mm |
| 29 | 100 mm X 58 mm X 1.25 mm |
| 30 | Iron hasp boltof approved quality fitted and fixed complete ( oxidised ) with 16mm dia rod with centre bolt and round fitting. |
| 31 | 300mm long |
| 32 | M.S. or W.I. ornamental grill of approved design joints continuously welded with M.S., W.I. flats and bars for windows, railing etc fitted and fixed with necessary screws and lugs in ground floor |
| 33 | Grill weighing above10 kg. / sq.m. and upto 16 kg. / sq.m. |
| 34 | White washing including clearing and smoothening surface thoroughly (5 parts of stone lime and 1 part of shell lime should be used in the finishing coat). THREE COATS. |
| 35 | 125mm long buffer block ( Sal ) fitted & fixed with screws. |
| 36 | Iron socket boltof approved quality fitted and fixed complete. |
| 37 | 100mm long X 10mm dia bolt |
| 38 | 150mm long X 10mm dia bolt |
| 39 | Anodised aluminium D- type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230 / 72 )fitted and fixed complete: With continuous plate base (hexagonal / round rod.) |
| 40 | 150 mm grip x 10 mm dia rod |
| 41 | Supplying, fitting fixing approved type vetilator in position after cutting holes in walls setting in cement mortar mending damages wall and plaster and two coats of paint of approved brand and shade. |
| 42 | RCC ventilator of 20 mm thick, upto 0.10 sq.m. area. |
| 43 | Supplying ,fitting and fixing Peetsfullway valveof approved brand and make tested to 21 kg. per sq. cm. (for water lines only(i) 25 mm dia. |
| 44 | ii) 20 mm dia. |
| 45 | 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. (i) 15 mm dia. |
| 46 | 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. |
| 47 | Supplying, fitting & fixing UPVC pipes A-type and fitting conforming to IS : 13592-1992 with all necessary camps nails, including making hoiles in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc. if necessary and mending good damages including joining with jointing materials (Spun Yan, Valamoid/Bitumen/M-Seal etc.) complete. |
| 48 | Supply fitting,fixing C.I. Speacials of down pipes in position with clamps,nails,etc. with jointing materials including cutting holes in masonary or concrete mending good damages complete.(i) C.I. Bend of down pipes(With door), 75 mm dia. |
| 49 | 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.(i) 900 mm long |
| 50 | Orissa pattern water closet in white glazed vitreous chinaware of approved make supplied,fittedand fixed in position complete excluding \"P\" or \"S\" trap (excluding cost of concrete for fixing).(i) 580 mmX 440 mm size |
| 51 | Supplying ,fitting ,fixing cast iron\"P\" or \"S\" trap conforming to I.S. 3989/1970 & 1729/1964 including lead colk joints & painting two coats to the exposed surface. (i) \"S\" trap 100mm dia.With A.S horn. |
| 52 | Supplying, fitting fixing cast ironvent cowls conforming to I.S. 3989/1970fitted & fixed with necessary jointing materials painting two coats to the exposed surface. (i)100.mm dia. |
| 53 | Constructing Inspection Pit of inside measurement 600mm X 600mm X upto 600mm ( depth) with 250mm thick 1st class brick work (6:1) in cement morter on all sides, bottom of the pit consisting of 100 mm thick cement concrete (6:3:1) with jhamma khoa over a layer of jhamma brick flat soling, 12mm thick (4:1) cement plaster to inside walls and outside walls upto G.L. and 20mm thick (4:1) plaster to bottom of the pit, providing necessary invert with cement cocrete (4:2:1) with jhamma chips as per direction,neat cement finishing to entire internal surface, top of the pit covered with 100mm thick R.C.C slab (4:2:1) with stone chips and neccessary reinforcement (upto 1%) and shuttering including 6mm thick cement plaster (4:1) in all external surfaces of the slab and one 560mm dia. R.C.C. manhole cover of approved make supplied,fitted & fixed in the slab with necessary fittings,necessary earthwork in excavation in all sorts of soil,filling sides of the pit with earth and removing spoils after work complete in all respect. |
| 54 | Construction of Septic tank of different capacities as per approved drawing 1st class brick work in cement morter (4:1) including two 560mm dia. R.C.C.manhole cover of approved make supplied ,fitted and fixed in the top slab with necessary fittings, 19mm thick cement plaster (4:1) with neat cement finish to the internal surfaces,and 12 mm. thick cement plaster (4:1) to outside wall upto 200mm. below G.L.floor finished with 25mm. thick grey artificial stone including supplying,fitting,and fixing all necessary speacials,fitting S.W.tees,C.I.foot rest etc.including excavating earth in all sorts of soil,shoring bailing and pumping out water as necessary,ramming, dressing the bed and refilling the sides of the tankwith earth,removing spoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes,joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 5% by weight of cement,complete in all respect as per direction of E.I.C.For 10 users |
| 55 | Construction of Circular soak well 2.5 m. deep in all types of sandy soils with dry brick work upto 1.6m. from the bottom having 150mm. intermediate cement brick work ( 6:1) band all round and cement brick work ( 6:1) upto 0.90m. from top with 19mm thick cement plastering (4:1) to inside face upto the depth of cement brickwork,12mm. thick cement plaster (4:1) on outer face from top of the well upto G.L. and 6mm. thick cement plaster (4:1) on top of the R.C.C. cover slab including filling bottom 1.00m. of inside of the well with brick metal ( 50mm to 63mm. size) including R.C.C.cover slab of designed thickness with cement concrete (4:2:1) with stone chips with necessary re-inforcement and shuttering including one 560mm. dia. R.C.C. manhole cover of approved make supplied,fitted and fixed in the cover slab with necessary fittings,making necessary arrangements for pipe connections,excavation of well including shoring ,dewatering and removing the excess earth from the premises as per direction complete in all respect with all cost of labour and materials. |
| 56 | With 250mm. Thick dry brickwork and 250mm. Thick cement brickwork (6:1) and 1.00 m. inside dia. |
| 57 | Priming one coat on steel and other metalsurface with synthetic enamel/ oil bound primer of approved quality including smooth ening surfaces by sand papering etc. |
| 58 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc, on the surface if necessary: |
| 59 | On steel or other metal surface. Two coats (with any shade except white.) |
| 60 | Supplying, fitting & fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee,union,cross,elbo, nipple,long screw, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in allrespectincludingcostof all necessary fittings as required, jointing materialsandtwocoatsof painting with approved paint in any position above ground. (payment will be made onthecenterlinemeasurements of total pipe line including all specials. No separate paymentwill bemadefor accessories, specials). |
| 61 | 100 mm dia medium quality. |
| 62 | 80 mm. dia. Medium quality |
| 63 | 15 mm dia. Medium quality |
| 64 | 25 mm dia. Medium quality |
| 65 | Supplying PVC water storage tank of approved quality with closed top with lid (Black) - Multilayer (a) 500 litre capacity |
| 66 | Labour for hoisting plastic water storage tank.Upto 1500 litre capacity.( at roof of 1st story) |
| 67 | Labour for punching hole in plastic water storage tank upto 50 mm dia. |
| 68 | Supplying & laying as per IRC-SP:063-2004 pavr unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only) etc including necessary underlay complete in all respect with all labour and material. (c) 60 mm thick interlocking designer concrete paver block M- 35 grade for light-traffic zone,commercial & office complex,tourist resort as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular /granular sub-base course including cost of sand for sand bed but excluding cost of base ,sub-base course & subgrade preparation.)ii) coloured decorative. |
| 69 | Supplying, fitting, fixing, Chain link fencing of approved quality with R.C.C posts wooden posts or iron posts by means of galvanised \"C\" clips to grid of horizontal strands of galvanised high tensile spring steel wire of 12 S.W.G which have to be tensioned and fixed to the vertical posts by means of galvanised special clips, bolts and nuts etc.(The rate is exclusive of the cost of posts) (i) 65 mm. x 65 mm. x 8 g. |
| 70 | M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge.In GF. |
| 71 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. |
| 72 | II) For Structural Works in Roof Trusses etc. using joists, channels and angles of specified section weighing less than 22.5 kg/ m.IAS 30X30X5 @2.2 KG /M. |
| 73 | Colour washing with \"ELLA\" with a coat of white wash priming including cleaning and smoothening surface thoroughly .(i) Internal (all floors)(b) Two coats |
| 74 | (ii) External surface (ground floor)(b) Two coats |
| 75 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.a) River Bazree |
| 76 | 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. |
| 77 | 150 mm dia |
| 78 | 80 mm dia |
| 79 | 100 MM dia |
| 80 | 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 roof slab including supply of 150mmx150mm C.I. surface box embedded into RCC cover slab all complete including cost of labour & materials. (a) with 100mm thick RCC cover slab for village road where light traffic run. |
| 81 | 80 mm dia to 150 mm dia. |
| 82 | 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 80 mm dia |
| 83 | 150 mm dia |
| 84 | 100mm dia |
| 85 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.for laying all dia pipe line.Up to 150 mm thick. |
| 86 | Above 150 mm thick. |
| 87 | Collection of House Hold details at prescribed format through mobile App/Hard Copy including Geo- Refertence as directed by EIC and submission of the same to PHE Dte in soft copy. |
| 88 | Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs.10.00/m3, if contractor used water from deptt. source). |
| 89 | For CI/DI pipe. 150 mm dia |
| 90 | For UPVC/HDPE Pipe160 mm OD |
| 91 | For UPVC/HDPE Pipe140 mm OD |
| 92 | For UPVC/HDPE Pipe125 mm OD |
| 93 | For UPVC/HDPE Pipe 110 mm OD |
| 94 | For UPVC/HDPE Pipe 90 mm OD |
| 95 | Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powderresulting in residual chlorine not less than 15mg/ltrs. after 24hrs. of such filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor) (The rate of water @Rs. 10/m3 may be recovered, if the contractor used water from deptt. source). |
| 96 | FOR CI/DI pipe.150 mm dia. |
| 97 | For UPVC/HDPE Pipe 160 mm OD |
| 98 | For UPVC/HDPE Pipe140 mm OD |
| 99 | For UPVC/HDPE Pipe125 mm OD |
| 100 | For UPVC/HDPE Pipe110 mm OD |
| 101 | For UPVC/HDPE Pipe 90 mm OD |
| 102 | Submition of complete details drawing of distrubution system, rising main etc. after execution of work showing position of different type of valves,fitting/specials,sluice valve chamber with location node to node wise in the sanctioned drawing as complete drawing of the water supply scheme as per direction and satisfaction of EIC . The list of dia wise fitting /specials, different pipes of valve used in the rising main should be shown in the completion drawing ( not separate) with verified by SAE/AE in-charge of the scheme.The above drawing will be submitted in 5 copies. |
| 103 | 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)(i) 100 mm dia |
| 104 | (ii) 150 mm dia |
| 105 | Supply at site C.I.D.F. pipe 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 and sales tax & all other charges etc complete as per direction of E.I.C.(mode of measurement will be on book weight & specials). |
| 106 | i) 80 mm dia CIPE tail piece( 50 [email protected] Each) |
| 107 | ii) 100mm dia CIPE tail piece(20 nos @ 14 Kg Each) |
| 108 | iii) 150 mm dia CIPE tail peice @22.5 kg /no=90 kg |
| 109 | Providing FHTC the existing CI/DI/UPVC/HDPE/GI/AC distrubution pipe line by installing 10 mm dia NB Gun metal Ferrul conforming to IS 2692:1989 with latest amendments on the said pipe line with supply, fitting & fixing of all other accessories like saddle piece of required size to fit the existing distribution pipe line , specials ,nut & bolts, rubber sheet, washers etc. and supply & laying of 15 mm NB PVC ( schedule 80)/20 mm OD HDPE(PE100,PN16) pipe (average 15m length) with all necessary specials 1.00 metre below the ground connection the ferrul including cutting trenches in all sorts of soil and filling up trenches as per direction of the EIC and upto a point just inside the premises of the household or as directed by EIC supply and installed of a 15 mm dia alloy iron bib cock ( tested to 21 kg/sq. cm) above1.0 mtr.from ground , an alloy stop cock of 15 mmdia with brass spindle (tested to 21 kg/sq. cm) to be fitted in a position as directed by E.I.C. G.I. pipe of TATA make (medium duly) of 2 metre lenght with all necessary specials to continue from the end of the HDPE/PVC pipe and upto 1.0 m above ground with in the premises of household.NOTE 1)PVC pipe shall of schedule 80 ( medium duty ) conforming to ASTMD -1785 and threaded to match with GI pipes as per IS : 1239(part-i) 2) PPR-C(Poly propylene Random copolymer) pipe shal be 3-layer confirming to IS: 15801 UV stabilised & anti microbial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene randam/ fittings.3)Rate is exclusive of supply and delivery of 10 mmNB gun metal Ferrule. Supply & laying of 15 mm NB PVC ( schedule 80)/20 mm OD HDPE (PEPayment of supply & laying of 00,PN16)/20 mm OD PPR-C(class-SDR7.4/PN16)pipes. |
| 110 | a) Upto 10 m length. |
| 111 | b) Above 10 m upto 20 m lenght. |
| 112 | Supplying, Fabrication, Erection on suitable RCC foundation and Commissioning with 3 (three) months Trial Runincluding cost of routine testing of water sample for performance evaluation) of pressure type Iron removal plant as per design norms of the P.H.E. Dte. with necessary accessories viz. MS fabricated shell with minimum 10 mm thick MS plate with 2 (two) coats of anticorrosive paint & minimum 12 mm thick MS media supporting plate fitted with required no. of pot strainer, MS fabricated oxidation chamber with minimum 10 mm thick plate with necessary pipe connection, valves, Gauges & other instruments as required as per departmental approved design & drawing including cost of filter media, Air Compressor & Air blower with motor, starter, main switch etc. of required capacity & approved specification including power connection from main line etc. all complete. |
| 113 | Rate excludes the cost of Concrete Platform & drain, and the cost of Blower Room For more than 50 cum/hr, twin unit of equal size in parallel shall be adopted. 20 cum/hr |
| 114 | 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 ofdequate 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. storeN.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. |
| 115 | a) 100 mm dia(K9) |
| 116 | b) 150 mm dia |
| 117 | Supplying HDPE (Materials grade PE-100) pipes conforming to IS 4984- 1995 with latest revision & amendments if any with necessary HDPE specials (excluding cost of CIDF valves) including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder,road sub-grade and aits flank but excluding moorum laterite or sand stone / hard rock cutting with chisel required including cutting road flank/ brick pavement etc. without damaging the exisiting telephone/electrical cable line etc.(in case of damage of any type of cable line by the agency at the time of execution necessary damage charge as applicable by the respective authority will have to be brone by the agency at his own cost)upto the depth (av.) so as to maintain 1.10m.earth cushion from top of the pipe upto G.L. including loading unloading carrying lowering laying fitting fixing carefully pipes, valves and specials with the all types of jointing materials in trenches maintaining proper levels and alignment jointing the pipes and specials by butt welding/ adopting suitable method (But weld jointing with help of hydraulic tack and trimming machines, Hitter etc. for reaching at necessary melting point of HDPE pipe so that joint can be monolithic) so as to facilitate the maintenance of pipe line locally as per conventional method in future. (B) Pressure Rating : PN 06 (ii) Laying of pipe line including cost of pipe & fittings/specials but excluding cost of valves. B) For HDPE |
| 118 | a) 160mm dia. (O.D.)(PN - 6.0 / PE 100) |
| 119 | b) 140mm dia. (O.D.)(PN - 6.0 / PE 100) |
| 120 | c) 125mm dia. (O.D.)(PN - 6.0 / PE 100) |
| 121 | d) 110 mm dia. (O.D.)(PN - 6.0 / PE 100) |
| 122 | e) 90mm dia. (O.D.)(PN - 6.0 / PE 100) |
| 123 | Making Village Road (average 3m width) crossing by horizontal auger boring for accommodation of laying of average 3 (three) nos. 15mm dia GI pipes for FHTC or as per direction of E.I.C. |
| 124 | Construction of platform of size 600mm x 600mm (inner dimension) having 125mm thick brick edging with 125mm x 125mm RCC (1:1.5:3) support for providing FHTC as per relevant drawing (Dwg. No. PCI/PLATFORM FOR FHTC /13/2022), specifications and as per direction of Engineer-in-Charge |
| 125 | Drilling borehole by Rig machine with Odex-165 (Simultaneous driving of casing pipe) method of drilling through any kind of soil, boulder, rock etc. upto the required depth. This item includes the cost of hiring of Rig machine, Compressor, Supporting vehicle and other machinery & equipments with operators, drivers, laborers etc. Proportionate cost of drilling tools and accessories such as Hammer, Pilot bit, Reamer bit, Guide device, Guide sleeve etc. Cost of consumable materials like fuel & lubricants, electrode for welding, any other related equipment, materials and service etc. |
| 126 | a). GL to 60 mtr. |
| 127 | b). 60 mtr. to 100 mtr. |
| 128 | Lowering and placing of filter assembly of required length and Extraction and partening off the casing pipe of required length. |
| 129 | Mobilisation and transportion of the Rig machine and its accessories and others materials, etc. to the site. |
| 130 | Development of the tubewell by Air Compressor and BHT/ other suitable pump and Yield Testing by BHT/ other suitable pumping machinery upto the satisfaction of EIC. It includes arrangement of all machinery, supply of fuel & lubricants, laborers, any others etc. |
| 131 | Supply and Delivery of 183 mm ID/196 mm OD MSERW fin cutpipe |
| 132 | Supply and Delivery of 125 mm dia LCG/HDPE/other suitablefilter |
| 133 | Supply and Delivery of Bit tube (1.5mtr. Long) for Odex-165 |
| 134 | Supply and Delivery of Casing Shoe (for Odex-165) |
| 135 | Packer Assembly (for Odex-165) |
| 136 | Supply and Delivery of MS TW Specials (Clamp, Cap, Bail plug,Lugs, Ring etc.) |
| 137 | M.S. Electrode |
| 138 | Water sample Collection and Physical & Chemical Test |
| 139 | Electro Logging charge |
| 140 | ADD @ 18% G.S.T. |
| 141 | ADD @ 1% CESS |
AI Tender Summary
Tender Timeline
Nov 29, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedDec 23, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 26, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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