Construction Of Boundary Wall, Pump House, Laying Pipeline And Providing Fhtc In Connection With Source Augmentation Of Gutin Piped Water Supply Scheme Of Hemtabad Block In The District Of Uttar Dinajpur Under Raiganj Division, P.H.E. Dte.
Tender Value
39.14 Lakhs
Estimated cost
Bid Submission
14 Oct 2022
0 days left
EMD
78294
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
hemtabad → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Construction Of Boundary Wall, Pump House, Laying Pipeline And Providing Fhtc In Connection With Source Augmentation Of Gutin Piped Water Supply Scheme Of Hemtabad Block In The District Of Uttar Dinajpur Under Raiganj Division, P.H.E. Dte.
BOQ
| Sl. No. | Item Description |
| 1 | Boundary Wall |
| 2 | Earth work in excavation of foundation trenchs ordrains, in all sorts of soil (including miaxed soilbut excluding laterite or standstone) includingremoving, spreading or stacking the spoils within a lead of 75 M as directed. The item includes necessary trimming the sides of treanches, levelling, dressing and ramming the bottom, bailing out water as required complete. Depth of excavation not exceeding 1,500 mm. |
| 3 | Brick Soling with picked jhama brick including preparation of bed as necessary with brick joints property filled in and packed with owdered earth and including necessary cushion of similar material below the soling (and in between layer when more than one layer is used) completes as per direction.Single brick flat soling (thickness 75 mm) |
| 4 | Earth work in filling of foundation trenchs or plinth with good earth, in layer not exceeding 150 mm including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) with earth obtained from excavation of foundation. |
| 5 | b) (i) With carried earth arranged by the contractor within aradius of 3 km including cost of carried earth. |
| 6 | 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 IScode (a) Pakur variety |
| 7 | Ordinary Cement Concrete (Mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any in ground floor as per relevant IS code (a) River bazree |
| 8 | Reinforcement for reinforced concrete work in all sorts ofstructures incliding distribution bars, stirrups, binders etc. initial straightening and removal of loos rust (if necessary), cutting to requisite length, hooking, and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection,omplete as per drawing and direction. For works in foundation, basement and upto roof of ground floor/upto 4M (i) Tor Steel/Mild Steel. (TATA/SAIL) |
| 9 | Hire and labour charges for shuttering and necessary up to 4 m using approved stout prop and thick hardwood planks of approved thickness with reqired brancing for concrete slabs,beams and columns, lintelscurved or straight including fitting, fixing and striking out after completion of works. |
| 10 | 125 mm. thik brick work with 1st class bricks in cement mortar (4:1) in superstructure, ground complete as per specification. |
| 11 | Brick work with 1st class bricks in cement mortar (1:6) in foundation , plinth, steps etc. complete as per specificaiton. |
| 12 | Plaster ( to wass, floor, ceilling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating , nosing and drip course, scaffolding/staging where necessary (ground floor). [Excluding cost of chipping ocer concrete surface] (ii) with 6:1 cement mortar (a) 15 mm thick plaster (6:1). |
| 13 | (a) 20 mm thick plaster (6:1). |
| 14 | Neat cement punning about 1.5mm thick in wall, dado window ill, floor etc. NOTE:Cement 0.152 cu.rn per 100 sq.m. |
| 15 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish)or smooth finish acrylic exterior emulsion paint including scraping the surface throughly ,complete as per manufacturer\"s specification and as per direction ofthe Elc. (a) One Coat |
| 16 | Protective and Decorative Acrylic exteriormulsion paint of approved quality,as permanufacture\"s ( apwcification and as perdirection of EIC to be applied over acrylic primer as required. The rate includes cost of material ,labour, scaffolding and all incidentalcharges but excluding the cost of primer. Premium 100%Acrylic Emulsion (a) Two Coats |
| 17 | M.S. or W.I. ornamental grill of approved design joints continuously welded with M.S. W.I flats and bars of windows, railling etc. fitted and fixed with necessary screws andlugs in ground floor.(Add extra@ 1% for each addl. Floor upto 4th floor and @1.25% for each addl. floor above 4th floor)(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr. |
| 18 | Looking arrangement for jail type doors including suppying and fixing in position completa as per approved design. 15% of corresponding item no 14 |
| 19 | Priming one coat on steel or other metal surface withsynthetic oil bound primer of approved quality including smoothning surface by sand papering etc. |
| 20 | Painting with best quality synthetic enamal paint of approved make and brand including smoothing surface by sand papering etc.including using of approved putty etc.on the surface of necessary. On steel or other metal surface:With super gloss (hi-gloss) Two coats (with any shade exceot white) |
| 21 | Pump House |
| 22 | Earthwork in excavation of foundation trenches or drains in all sorts of soil (Including mixed soil but excluding laterite or sand stone) including removing, spreading or stacking the spoils within a lead of 75 M as directed. This includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom out water etc. as required complete. |
| 23 | (a) Depth of excavation not exceeding 1500 mm. |
| 24 | Earthwork in filling foundation trenches or plinth with good earth in layers not exceeding 15 cm including watering and ramming etc. layer by layer complete. |
| 25 | (a) With earth obtained from excavation of foundation. |
| 26 | Filling in foundation or plinth by Silver Sand in layers not exceeding 150mm as directed and consolidating the same by through saturation with water, ramming complete including the cost of supply of sand. |
| 27 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level, filling joints with powdered earth or local sand. |
| 28 | 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 Iscode |
| 29 | (a) Pakur variety |
| 30 | Ordinary cement concrete (Mix - 3:1.5:1) M-20 with graded stone chips Pakur Variety (20mm size) excluding shuttering reinforcement if nay in ground floor. |
| 31 | Hire & labour charges for shutteringwith centering an dnecessary staging upto 4mm, using approved scout props and thick hard wood planks of approved thickness with rquiredbracings for concrete slabs, columns, lintels, beams etc. curvedor stariaght , including fitting, , fixing and striking out after completion of works(upto roof of ground floor) |
| 32 | a) 25 mm to 30 mm thick wooden shuttering as per decision and direction of the Engineer-in- charge. |
| 33 | Reinforcement for reinforced concrete work in all sort of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary)cuttingto requisite length , hooking and bending to correct shape , placking in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction . |
| 34 | a) Forworks in forndation , basements and upto roof of ground floor upto 4mtr.(TATA/SAIL) |
| 35 | Brick work with 1st class bricks in cement mortar (6:1) in foundation, plinth, steps etc. |
| 36 | Brick work with 1st class bricks in cement mortar (6:1) in superstructure, ground floor. |
| 37 | 125 mm thick Brick work with 1st class bricks in cement mortar (4:1) in superstructure, ground complete as per specification. |
| 38 | Artificial stone in floor dado stair-case etc. with cement concretes (1:2:4) laid in panel etc. as directed with topping made with ordinary /white cement cement as necessaryand 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.m. all comp-lete including all materials and labour in ground floor. |
| 39 | 3 mm thick topping (High polishing grinding on this item is not permitted ) with ordinary cement. |
| 40 | 25 mm thick. |
| 41 | Supplying and layingpolythene sheet (150gm/m2) over damp proof course or below flooring or roof terracing or in foundation trenches. |
| 42 | (A)Supplying fitting and fixing door frame with M.S. angle as per drawing & direction of required section.The holes for counter sunk machine screw &nuts will be such as to fit 8 to 10 mm Iron screw. The counter sunk nut to be welded. The nuts are to be welded after careful checking with screw. All weldings pots should be properly filed or roundeds smooth including cost of welding hinges for hinge cleats, lugs for has bolt ,socket bolt etc.and necessary M.S. clamps of 25mmx6mm flat 225 mm long as per direction welded to the frame fitted and fixed in position excluding cost of concrete |
| 43 | Supplying, fitting and fixing windows and ventilators with or with out integrated grills conforming to IS1038-1975 and manufactured from rolled steel sections conforming to IS7452-1974 with non-friction project in gtype ,box type hinges,glazing clips,lugs locking bracket,handle plate etc,including hoisting in position,straightening if required,fixing lugs in cement concrete(1:2:4) with stone chips 20 mm down cutting holes and mending good damage stomatch with existing surface complete in all respect excluding glazing. |
| 44 | (b)Open able steel windows as per IS sizes with side hung shutters and horizotal glazing bars. [The extra rate admissible for the openable portion only]S |
| 45 | Supplying 1.5 mm thick M.S. Sheet fitted and fixed on one or both faces of M.S./W.I. Gate with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials. |
| 46 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5mm (±0.2mm) made out of single piece extruded PVC profile, with mitredcut joint sand joint with 2nos. of PVC bracket of size 190mm x 100 mm long arms of cross section size 35mm x 15mm & self driven self taping screws, the vertical door profiles to be reinforced with 40 x 20 mm M.S. rectangular tube of 0.8mm, including providing EPDM rubber gasket weathers ealth rough out the frame, including jointing 5mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8x100 mm long anchor fast eners complete, all as per manufacturer?s specification and direction of Engineer -in- charge. |
| 47 | Supplying ,Fitting & Fixing 30 mm thick Factory made solid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of 19 gauge thick ness and size19mm x19mm for styles,top and bottom rails, M.S. frames hall have cost of steel primer so fapproved make and manufacture, M.S. frame covered with 5mmth. heat moulded PVC“C” channel of size 30mmt h,70mm widthout of which 50 mm shallbe flatand 20 mm shall be tap eredin 45 degree angle on either sides for ming styles;and 5mmth.95 mm wide PVC sheet out of which 75 mm shall be flatand 20 mm taper edin 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10mm (5mm x 2) th .,20 mm wide cross PVC sheet as gap in sert for top rail and bottom rail. Paneling of 5 mmth. both side PVC sheet to be fitted in the M.S. frame welded /seale dto the styles & rails with 7mm (5mm+2mm) th .x 15 mm wide PVC sheet be a din go ninner side and joined to gether with solvent cement adhesive .An additional 5mmth. PVC strip of 20 mm which is to best uck on the interiorside of the “C” channel using PVC solvent adhesive etc. complete excluding all necessary hard wares as per direction of Engineer-in-Charge.In ground floor |
| 48 | Construction of circular soak well 2.5 mtr. Deep in all types of sandy soil with dry brick work upto 1.6 mtr. From the bottom having 150mm intermediate cement brick work (6:1) band all round and cement brick work (6:1) upto 0.90 mtr. From top with 19mm thick cement plastering (4:1) to inside face upto the depth of cement brick 12mm thick cement plaster (4:1) on outer face from top 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 reinforcement 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 piep connections, excavation of well including shoring, dewatering and removing the excess earth from the premises as per direction complete in all respect with all coats of labour and materials. |
| 49 | (a) with 250 mm thick dry brick work and 250mm thick cement brick work (6:1) and 1.00 mtr. Inside dia. Others manufactured not specified. |
| 50 | 25mm. thick damp proof with cement concrete (1:1.5:3) (with graded stone aggre gate 10mm. normal size ) and painting the top surface with a coat of bitumen [VG.40] using 1.7kg. per sq.m. including heat ing the bitumen and cost and carriage of all materials complete. [Bitument to be supplied by the Agency] |
| 51 | Plaster with sand and cement mortar to wall parapaid celling corners including racking out joints etc. complete as per specification, including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface, including throating, nosing and drip course where necessary (ground floor). |
| 52 | (a) 20 mm thick plaster (6:1) |
| 53 | (b) 15 mm thick plaster (6:1) |
| 54 | (c) 10 mm thick plaster (4:1) |
| 55 | Neat cement punning avarage 1.5 mm thickin wall, dado etc. complete. |
| 56 | White washing including cleaningand smoothing surface throughly (5parts of stone lime and 1 part of shell line should be used in th efinishing coat) all floors. |
| 57 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer\"s specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. |
| 58 | i) In Ground floor (Two Coat) c) Super Protective 100% Acrylic Emulsion. |
| 59 | Priming one coat to timber or plastered or steel surface (to new wood work only) with ready mixed primer of approved quality including smoothening surface by sand papering etc. |
| 60 | Paintaing with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of aapproved putty etc. on the surface, if necessary. |
| 61 | b) On steel : with super high gloss. |
| 62 | Two coats with any shade accept white. |
| 63 | M.S. or W.I. Ornamental grill of approved design, joint 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. Grill weighing above 10 kg./Sqm. and upto 16kg./sqm. |
| 64 | Supply of UPVCpipes (B Type) &fittings conforming to IS-13592-1992 |
| 65 | (A) (i) Single socketed 3 Meter Length |
| 66 | (b) 110mm |
| 67 | (x) Bend 87.5° 110 cm |
| 68 | 580mm x 440mm Orissa pattern water closet in white glazed vitreous chinaware of approved make supplied fitted and fixed in position excluding P or S strap (excluding cost of concrete). |
| 69 | Supplying, fitting , fixing peet\"s valva fullway gunmetal standered patterm best quality of approved brand bearing I.S.I. markingwith fittings(teted to 21 Kg./Sq.m.) |
| 70 | (a) 25mm |
| 71 | Supplying, fitting nad fgixing of approved brand P.V.C. connector white flexible with both end coupling with heavy brass C.P. nut 15mm dia. |
| 72 | (a) 750mm dia |
| 73 | Construction inspection pit of inside measurement 600mm x 600mm x upto 600mm (depth) with 250mm thick 1st class brick work in cement mortar (4:1) on all sides, bottom of the pit consisting of 100mm thick cement concrete (6:3:1) with jhama khoa over a layer of jhama brick flat soling, 12mm thick (4:1) cement plaster to inside walls and out-side walls upto G.L. and 20mm thick (4:1) plaster to bottom of the pit providing necessary invert with cement concrete (6:3:1) with jhama chips as per direction, neat cement finishing to entire internal surace top of the pit covered with 100mm thick R.C.C. slab (3:1.5:1) with stone chips and necessary reinforcements upto 1% and shuttering including 6mm thick cement plaster (4:1) in all external surface of the slab and one 560mm dia. R.C.C. manhole cover of approved make supplied fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of oil, filling sides of the pit with earth and removing spoils after work complete in all respect. (with bazri of NB variety). |
| 74 | Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (4:1) including two 560 mm 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 surface and 12mm thick cement plaster (4:1) to out side wall upto 200mm below G.L. floor finished with 25mm thick grey artificial stone including supplying, fitting and fixing all necessary specials fittings, S.W. tees, C.I, foot rest etc. including excavating earth in all sorts of soil, shoring, bailing and pumping out waster as necessary ramming dressing the bed and refilling the sidws of the tank with earth, removing foregn materials from the chamberand 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 administure of water proofing compound @ 5% by weight ofcement, complete in all respect as per direction of Engineer-in-Chief.(with bazri of NB variety). |
| 75 | (i) For 10 users. With pakur variety ,Others manufactures not specified |
| 76 | Supplying, fitting and fixing with cement jointing (3:1) 100mm dia. Salt glazed stone ware pipeincluding excavation of earth upto 1.5m depth in all sorts of soil both mixed or unmixed and refilling (but excluding concreting at bottom and sides. |
| 77 | Supplying, fitting fixing with cement jointing (3:1) with jute gasket soaked in cement mortar. |
| 78 | Soneware bends |
| 79 | 150mm |
| 80 | Stoneware single T or Y junction |
| 81 | 150mm |
| 82 | Labour for hoisting plastic water storage tank.(i) Upto 1500 litre capacity. (a) Upto 1st story from G.L |
| 83 | Supplying & laying 3mm thick pre-fabricated plastomeric waterproofing membrane conforming to EN12311-1&ASTMD5147, manufactured with atactic poly propylene (APP) modified premium grade as phalt, specially reinforced with non-woven poly estercore with polyester reinforcement @1 60 gms per sqm & both faces covered with the rmo-fusible polyethylene film/MineraL on top face over acoatof primer @ 0.40lit/sqm of manufacturer\"s specification on smooth, clean dry surface prepared wherever required. Lap joint shall be provided of 75 mm in longitudinal & 100 mm intransverse direction andfuse dusing LPG / Propane torchemploying extra care ensuring full bondage, complete removal of entrappe dairands ealingedges into grooves in appropriate mannerasperdirectionofEngineer-in-chargeallcompleteincludingmaterials,labourandapplicabletaxes.(Paymentshallbemadeonthebasisoffinishedsurface area.).Membrane Property: Softening Point > 150 deg C, ColdFlexibility < -6 deg C, Tensile Strength, N/cm : 600(longitudinal), 450 (transverse), Tearing Strength, N:300 (longitudinal), 200 (transverse) |
| 84 | Supplying, fitting fixing in position G.I. Pipes of TATA make with all necessary accessories, specilas, viz. socket, bend , tee, union , cross , elbo , nipple , longscrew, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fiting , fixing etc. complete in all respect including cost of all necessarymfittings as required, joining materilas and two coats of painting with approved paint in any position above ground.for underground works with all necessary specials. |
| 85 | FOE EXPOSED WORK |
| 86 | (a) 15 mm dia. Mediumquality |
| 87 | (b) 20 mm dia. Mediumquality |
| 88 | (c) 25 mm dia. Mediumquality |
| 89 | Supplying, fitting and fixing bib cock or stop cock. |
| 90 | (b) Chromimum plated Bib Cock short body (Equivalent to Code No.511 & Model-Tropical/Sumthing Special of ESSCO or similar brand. |
| 91 | Labour for punching hole in plastic water storage tank upto 50 mm dia |
| 92 | Supply PVC Water Storage tank of approved quality with closed top with lid (Black) multi layer |
| 93 | (a) 500 Litre Capacity |
| 94 | Laying & Distribution of Pipe line |
| 95 | 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 borneby 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 itemii) 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. |
| 96 | a) 100 mm dia. |
| 97 | b) 150 mm dia. |
| 98 | Cutting DI pipe (all class & type) to required length with cutting device etc. and grinding the cutting portion with file as per direction and satisfaction of EIC. |
| 99 | a) 80 mm dia to 125 mm.dia pipe |
| 100 | a) 150 mm dia to 200 mm.dia pipe |
| 101 | Chamfering the spigot end of all type/class of DI pipe for proper using of push joint by means of grinder set at site for proper joint etc. all complete as per direction of EIC. |
| 102 | a) 100 mm dia |
| 103 | b) 150 mm dia |
| 104 | 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 equipment stools and tackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost) |
| 105 | a) 100 mm dia |
| 106 | b) 150 mm dia |
| 107 | Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CI double flanged non rusting spindle sluice valves conforming to IS 14846 -2000 with latest emended having body dome/bonnet and cover of C.I.Gr-F.G 210mtr. spindle of IS-6603 G.R-12/Gr-13 non-magnetic, nuts seat rings are of Gunonetal as per IS:318 LTB-2 flanges and drilled to IS:1538 Part IV & VI valves are suitable for max. working pressure of 10kg/cm2(seat test) and body tested to 15kg/cm2. N.B: The above item should be procured from the reputed manufactures as per deptt. approved vender list. |
| 108 | a) 100 mm dia. |
| 109 | b) 150 mm dia. |
| 110 | Making flange joint to DI/CI pipes, specials and valves where necessary with supply of required rubber insertion and nut bolts, washers etc. of approved quality and type all complete as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW rate). |
| 111 | b) 100mm. Dia. |
| 112 | c) 150mm. Dia. |
| 113 | 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 & materials as perDepartmental Dwg. [Reinforcement type:- Other manufactuerers not specified] |
| 114 | i) 80 mm to150 mm dia |
| 115 | Supply and delivery ofdifferent dia. D I specials includingloading unloading and carriage inclusive of taxes and all charges whatsoever |
| 116 | For 100 mm dia |
| 117 | a) FLANGE SPIGOT 100 |
| 118 | b) FLANGE SOCKET 100 |
| 119 | h)Double Flanged Bend 100X22.50 |
| 120 | For150 mm dia |
| 121 | a) FLANGE SPIGOT 150 |
| 122 | b) FLANGE SOCKET 150 |
| 123 | d) Double Flange Reducer 150X100 |
| 124 | h) Double Flanged Bend 150X 22.50 |
| 125 | C.I.D.F. Duck Foot Bend as per I.S. 1538-1976 with latest revision. |
| 126 | Supplying, laying, fiting, fixing and jointing of UPVC pipes conforming toIS:4985-2000 with latest revision and amendments, if any, withnecessary UPVC/CI specials, CIDF sluice valves, as per relevant I.S.specification including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder ,road sub-grade and its flanks but excluding moorum and laterite or sand stonehard arock including cutting of brick payment without damaging the existing telephone/electrical cable line etc.(in case of damage of any type of cable line during excavation, necessary damaged charges as applicable by the respaective authority will be borne by the agency in his own cost.Loading, unloading, carrying of pipes, specials, valves from the local store to work site and owering laying of pipes specials valves carefully in trenches maintaining proper levels and alignment ,jointing the pipe and specials including supplying of good quality/approved brand solvent cement (as per IS:14182-1994 including cost of all fabricated PVC fitting i.e. tees,bend, reducers, adopter etc.as per IS:101-1988 and making flange joints including supplying required quantity of nuts, bolts and rubber insertion (CIDF sluice valves will be supplied by the department free of cost) as required at site by adopting suitable method so as to facilate the maintenance of pipe line locally as per conventional method including back filling the trenches with good earth obtained from excavation of trenches including consolidation with watering in layer not exceeding 150mm thk. with maintaining an average depth of cushion of 1.10mtr. from the top of pipe line including making interconnection with distribution pipes etc. all complete as per drawing direction and satisfaction of the E.I.C.N.B. i) Manufacturer’s test certificate for UPVC pipe & specials to be produced before laying of pipe line. |
| 127 | ii) 3rd party inspection of UPVC pipe & specials to be done by CEPET or(India) SGS/NTH Kolkata or as per direction of EIC as per approvedvender list.iii)No part payment at any stage on account of supply of materials shallbe entertained.iv)Payment will be made on actual consumption of materials.v)UPVC pipes for the works to be supplied as per approved vendor listand as per direction & satisfaction of EIC. No pipes will be allowedbeyond recommendated vendor list.vi)Submission of drawing of pipe line with statement of materialsconsumed between node to node points against each R.A. & final bill.ifso.vii) Any deviation from required clear cover of 1.10mtr.due to siteadverse condition, prior permission is to be obtained from EIC andpayment for such work will be made on prorate basis over the rate ofentire item.viii)All pipe connection shall be completed in all respect and as perdirectionof EIC. Decision of EIC in this respect is final & binding. In caseof any deviation/or any left out pipe connections an amount ofRs.10,000.00 for each pipe connection will be realized/recovered fromthe bill. |
| 128 | (ii) Laying of pipe line including cost of pipe & fittings/specials butexcluding cost of valves. |
| 129 | a) 90mm(OD) @ 79 joints per Lit. solvent cement) |
| 130 | b) 110mm(OD) @ 54 joints per Lit. solvent cement) |
| 131 | c) 125mm(OD) @ 45 joints per Lit. solvent cement) |
| 132 | d) 140mm(OD) @ 36joints per Lit. solvent cement) |
| 133 | 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). |
| 134 | a) 90mm(OD) |
| 135 | b) 110mm(OD) |
| 136 | c) 140mm(OD) |
| 137 | For DI pipe: |
| 138 | a) 100 mm dia (DI) |
| 139 | a) 150 mm dia (DI) |
| 140 | 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 powder resulting 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). |
| 141 | a) 90mm(OD) |
| 142 | b) 110mm(OD) |
| 143 | d) 140mm(OD) |
| 144 | For DI pipe: |
| 145 | a) 100 mm dia (DI, K-9) |
| 146 | a) 150 mm dia (DI, K-9) |
| 147 | HORIZONTAL ROAD CROSSING:Horizontal road crossing by Augor-boring including boring charge, pipe laying and jointing, making baricates, lighting arrangement etc. all complete as per direction of E.I.C. For 80 mm dia. to 200 mm dia. pipes. |
| 148 | Supply and delivery of Jeffy Coupling as per I.S. specification with latest amendment up to date including all taxes & other incedental charges what so ever, carriage, loading unloading & stacking at deptt. Store. |
| 149 | a)150mm dia. |
| 150 | Providing Functional Household Tap Connection (FHTC) |
| 151 | Providing FHTC from the existing CI / DI /UPVC / HDPE /GI / ACdistribution pipeline by installing 10 mm NBGun-metal Ferruleconforming toIS 2692:1989with fitting & fixing of all other accessories like saddle piece of required size tofittheexistingdistributionpipe line,specials, nut & bolts, rubber sheet, washers etc.and supply & laying of 15 mm NB PVC (schedule80) /20 mmODHDPE (PE100, PN16) pipe (average 15mlength) withall necessaryspecials 1.0mtr below the groundconnecting the ferrule including cutting trenches in all sorts of soil and filling up trenches as per directionof the Engineer-in Charge and upto a point just inside the premises of the household or as directed by EIC.Supply and installation of a 15mm dia.alloy iron Bib Cock (tested to 21 Kg/cm²) above 1.0 Mtr. from ground, an alloy Stop Cockof15mmdia.withbrassspindle(tested to 21Kg/cm²)tobefittedina position asdirected by E.I.C. G.I. pipe of TATAmake(mediumduty)of 2 metre length with all necessary specials to continue fromtheendof the HDPE/PVC pipe and upto1.0 m above ground within the premises of household.Note:-1. PVC pipe shall of Schedule 80 (medium duty) conforming toASTMD-1785 and threadedto match with G.I. Pipes as per IS:1239 (Part-I) 2. Rate is exclusive of supply and delivery of 10mm NB gun-metal Ferrule.3. Payment of Supply & laying of 15mm NB PVC (schedule 80) / 20 mm OD HDPE (PE100, PN16)pipe withallnecessary specials 1.0 metrebelow the groundwill be made on actual measurement basis. The rate of this item is Rs. 117/- per metre. |
| 152 | (a) Upto 10 m length |
| 153 | b) Above 10 m upto 20 m length |
| 154 | Collection of house hold details at PRESCRIBED FORMAT THROUGH Mobile App and hard copy including Geo-reference as directed by EICand submission of the same yto PHE dte in soft copy. |
| 155 | Provision for extra supply and laying of 15 mm NB PVC (schedule 80)/20 mm OD HDPE (PE 100, PN 16) pipe with all necessary specials 1.0 meter below the ground including cutting trenches in all sorts of soil and filling up trenches as per direction of the EIC., beyond 15 mtr length as consider in item no .1 |
| 156 | Supplying, fitting fixing in position G.I. Pipes of TATA make with all necessary accessories, specilas, viz. socket, bend , tee, union , cross , elbo , nipple , longscrew, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fiting , fixing etc. complete in all respect including cost of all necessarymfittings as required, joining materilas and two coats of painting with approved paint in any position above ground.for underground works with all necessary specials. |
| 157 | FOE EXPOSED WORK |
| 158 | (a) 15 mm dia. Mediumquality |
| 159 | Making village road (Average 3m width ) crossing by horizontal Augor-boring for accomodation of laying of avarage 3(three) nos 15 mm dia. G.I. pipes for FHTC or as per direction of EIC. |
| 160 | Hire and labour charges for shuttering with centering andnecessary staging upto 4 m using approved stout props required bracingfor concrete slabs, beamsand columnslintelscurved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. |
| 161 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary in ground floor.[Excluding cost of chipping over concretesurface]i)15 mm thick plaster with 1 : 4 cement mortar (Rs 161.00- Rs 3.86) |
| 162 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.(Rs 34.00-Rs.1.27) |
| 163 | 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) upto 150mm thick |
| 164 | Ordinary CementConcrete (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. © Rajmahal |
| 165 | Sinking of 250 X 150 mm dia Tube -well 150mtr deep |
| 166 | Site Preperation , Temporary Latrine, Placement & levelling of Rig Machine, Mast hoisting and Casing drilling (Upto 6 mtr.) Placement of casing with all allied works necessary to commence drilling works and wind up of all machineries after completion of Drilling. |
| 167 | Drilling by Direct Rotary method of drilling using 9 7/8” dia.bitfor pilot bore follwed by subsequently reaming using 12 1/4” dia. ,15 \" dia. and 17.5\" dia. Rock Roller Bits/Drag Bits in consolidated, semi consolidated and soft formation up to required depth including casing boring and casing lowering as required including cost of fuels and lubricants etc. as required for drilling. |
| 168 | Note: 1) Rate only for pilot drilling will be @ 50%. of item rate.2) Rate for reaming by 12 1/4 \" dia. bit will be @ 14% of item rate.3) Rate for reaming by 15 \" dia. bit will be @ 16% of item rate.4) Rate for reaming by 17.5 \" dia. bit will be @ 20% of item rate. |
| 169 | (A)Rate only for pilot drilling will be @ 50%. of item rate. |
| 170 | ( a ) From 6 Mtr. to 60 Mtr. |
| 171 | ( b ) From 60 Mtr. to 90 Mtr. |
| 172 | ( c ) From 90 Mtr. to 120 Mtr. |
| 173 | ( d ) From 120 Mtr. to 150 Mtr. |
| 174 | (B) Rate for reaming by 12 1/4 \" dia. bit will be @ 14% of item rate. |
| 175 | ( a ) From 6 Mtr. to 60 Mtr. |
| 176 | ( b ) From 60 Mtr. to 90 Mtr. |
| 177 | ( c ) From 90 Mtr. to 120 Mtr. |
| 178 | ( d ) From 120 Mtr. to 150 Mtr. |
| 179 | ( C) Rate for reaming by 15 \" dia. bit will be @ 16% of item rate. |
| 180 | ( a ) From 6 Mtr. to 60 Mtr. |
| 181 | ( b ) From 60 Mtr. to 90 Mtr. |
| 182 | ( c ) From 90 Mtr. to 120 Mtr. |
| 183 | ( d ) From 120 Mtr. to 150 Mtr. |
| 184 | ( D) Rate for reaming by 17.5 \" dia. bit will be @ 20% of item rate. |
| 185 | ( a ) From 6 Mtr. to 60 Mtr. |
| 186 | Supply & delivery of UPVC pipe (CD) conforming to IS 12818:2010.(CIPET Certified) |
| 187 | 250 mm dia |
| 188 | 150 mm dia |
| 189 | Supply & delivery of UPVC Deep Well Screen(RDS) Pipes with Ribsconforming to IS 12818:2010.(CIPET Certified) |
| 190 | 150 mm dia |
| 191 | Supply & Delivery of UPVC Reducer |
| 192 | 250mm X 150 mm dia.(250mm x 200mm-1 no & 200 mm x 150mm-1 no) |
| 193 | Supply & delivery of UPVC Cap |
| 194 | 150mm dia |
| 195 | 250 mm dia |
| 196 | Supply & delivery of M.S. Housing clamp 250 mm dia. |
| 197 | Supply & delivery of M.S. Centre guide(Special Type) |
| 198 | Supply & delivery of washed gravelssize ranging from 1.80 mm to 4.74 mm. conforming to IS 4097 :1967 |
| 199 | Packing the side of the tube well housing pipe with puddle clay & with good quality local earth as per direction. |
| 200 | Electro- logging charge. |
| 201 | Lowering the tube-well assembly (UPVC Casing pipe, well pipe, strainer along with UPVCaccessories) vertically in a position with proper lowering arrangement by applying necessary jointing compound inlcuding labour cost for subsequent gravel packing and machine operation cost etc. |
| 202 | Cost of Consumable for drilling rigs and machineries. |
| 203 | Development (Min. 8 Hr. continious) of Tubewell by using suitable aircompressor (Min. Capacity: 600CFM & operating Pressure 14Bar) followed by yeild testing with BHT pump (Head : 45 to 50 mtr., Dischrage: 1100 to 1000 LPM and 25 BHP engine) all complete including To & Fro TRanspotation cost and Cost of Fuels, lubricants & Labour etc. |
| 204 | Water sample collection and chemical test including Arsenic Test. |
| 205 | Transportation cost of drilling equipment and accessoires rig machine etc. including cost of fuel, Lubricant & loading unloading the materials from store /stack yard/ suppliers godown and unloading / stacking the same at site. |
| 206 | Supply and delivery of Bentonite Powder to IS 6186 :1986 |
| 207 | Cost ofdepartmental Materials |
| 208 | Supply and delivery of ISI Marked Centrifugally Cast (Spun) Ductile Iron Pressure Pipes for water with Socket & Spigot ends conforming to IS:8329/2000 (Latest amendment) in standard length of 5.5M suitable for push on joint(rubber gasket joining) with cement mortar lining inside the pipes and outside zinc coating with finished layer of Bituminous coating / Synthetic resin (Blue / Red Epoxy) compatible with Zinc coating 9Clss K-9 & Class K-7) along with supply of EPDM quality of Rubber Gasket as per IS:5382/1995, for each joints admissible for the order quantity and 5%extra and supply of polyethylene sleeves along with D.I. pipes to be supplied. The polyethylene sleeves are to be tested by CIPET and this certificate should be contain the quality. |
| 209 | 100 mm dia DI PipeK-9 |
| 210 | 150 mm dia DI PipeK-9 |
| 211 | (B/3) For FHTC:- |
| 212 | Supply and delivery of 10 mm NB Gun-metal Ferrule conforming to IS 2692:1989 with latest amendments. |
| 213 | Add GST @ 12% |
| 214 | Add Labour Welfare Cess @ 1% |
AI Tender Summary
Tender Timeline
Sep 30, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedOct 14, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 17, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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