Construction Of Pump House ( 5.4 X 3.65 ) Size, Rig Bore Big Dia Deep Tubewell By Odex-165 Method Of Drilling, Boundary Wall Allied With Laying Of Rising Main, Distribution System And Providing Fhtc Under Jjm For M M Terai Pwss Within Naxalbari Block
Tender Value
88.42 Lakhs
Estimated cost
Bid Submission
28 Oct 2022
0 days left
EMD
1.76 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
naxalbari → 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 ( 5.4 X 3.65 ) Size, Rig Bore Big Dia Deep Tubewell By Odex-165 Method Of Drilling, Boundary Wall Allied With Laying Of Rising Main, Distribution System And Providing Fhtc Under Jjm For M M Terai Pwss Within Naxalbari Block
BOQ
| Sl. No. | Item Description |
| 1 | Earth work 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 with in a lead of 75 mtr. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom bailing out water as required complete. |
| 2 | Depth of excavation not execeeding 1.50 mtr. But not requiring shoring. |
| 3 | Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed & consolidating same by through saturation with water and ramming complete including the cost of supply of sand. (Payment to be made on the basis of measurement of finished quantity of work.)(a) By fine sand. |
| 4 | Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 15 cm including watering and ramming etc. layer by layer complete. (Payment to be made on basis of measurement of finished quantity of work) |
| 5 | 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 including cost of sand etc. complete as per direction & specification. |
| 6 | Ordinary Cement concrete M-15 (mix 1:2:4) with graded stone chips (20 mm down) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS code 456-2000 . a)River Bazree |
| 7 | Hire and labour charges for shuttering with centreing and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. From foundtion to 4 m above GL |
| 8 | Above 25 mm and upto 30 mm shuttering without staging in foundation. |
| 9 | 25 mm and upto 30 mm thick wooden shuttering as per direction of EIC. i) In Ground floor ( Upto 4 m height from G.L.) |
| 10 | Reinforcement for reinforced concrete work inall sorts of structures including distribution bars, stirrups, binders etc.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 16G black annealed wire at every inter section, complete as sper drawing and direction. i) For works in foundation,basement & upto roof of G.F./upto 4 m. (i) Tor Steel/Mild Steel/SAIL/TATA/RINL |
| 11 | Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame excluding cost of concrete, iron butt hinges and M.S. Clamps. (The quantum should be corrected upto three decimals). (a) Sal local |
| 12 | Artificial stone in floor, dado, stair case etc. with cement concrete (4:2;1) with stone chips laid in panels as directed with tooping made with ordidnary or white cement (as necessary) and marble dust in proportion (2:1) including smooth finishing and rounding off corners and including application of cement sturry before flooring works, using cement @ 1.75 kg./sq.m. all complete including all materials and labour above heel beam. 3 mm thick topping high polishing grinding on this item is not permitted) with ordinary cement. |
| 13 | (a) 25 mm thick (Reservoir inside floor & wall, walk way floor, cc step, platform landing). |
| 14 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and taking out joints or roughening of concrete surfae, including throating, nosing and drip course where necessary |
| 15 | With 1:6 cement mortar 20 mm thick plaster (for PH) |
| 16 | With 1:4 cement mortar 15 mm thick plaster (PH) |
| 17 | With 1:4 cement mortar 10 mm thick plaster (PH) |
| 18 | Protective and decorative acrylic exterior emulsion paint of approved quality as per manufacturer\"s specirfication and as per direction of E.I.C. 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. supeer protective100%Acrylic Emulsion(Two coats)GL to 4 m. |
| 19 | 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. |
| 20 | 80 mm dia to 150 mm dia. |
| 21 | 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. |
| 22 | 100 MM dia |
| 23 | 150 MM dia |
| 24 | Neat cement punning about 1.5 mm thick in wall, dado, window sills, floor, drain etc. NOTE : Cement 0.152 cu.m. Per 100 sq.m. |
| 25 | 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 with necessary screws and lugs in ground floor.(Add. Extra @ 1% for each addl. Upto 4th floor and @ 1.25% for each addl. floor above 4th floor). |
| 26 | Grill weighing above 10 kg. / sq.m. and upto 16 kg. / sq.m. |
| 27 | M.S. Structural works in columns, beams etc. with simple rolled structual 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 E.I.C. 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 charges such as electricity charges, labour insurance charges etc. (i) For structural members of specified sections weighing less than 22.5 kg/m. |
| 28 | 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 fixinig complete as per direction of the E.I.C. In ground floor. |
| 29 | Locking arrangement for Jail type doors including supplying fitting and fixing in position complete as per approved design. |
| 30 | Applying extrior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to receive decorative textured ( matt finish )or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface thoroughly, complete as per manufacturer\"s specirfication and as per direction of E.I.C(a) One coat. In ground floor. |
| 31 | Priming one coat of timber plastered surface with synthetic oil bound primer of approved quality including smoothening surface by sand papering etc. |
| 32 | Priming one coat on steel and other metal surface with synthetic oil bound primer of approved quality including smoothening surface by sand papering etc.( This item is applicable to new work or old work when the original surfce has been exposed by remoal of old paint) |
| 33 | Painting withbest quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surfae if necessary. |
| 34 | On timber or plastered surface : with super gloss (hi-gloss) Two coat (any shade except white) |
| 35 | On steel or other metal surface : with super gloss (hi-gloss) two coat (any shade except white) |
| 36 | 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. store. |
| 37 | 100 mm dia |
| 38 | 150 mm dia |
| 39 | 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) |
| 40 | 100 MM dia |
| 41 | 150 MM dia |
| 42 | 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) |
| 43 | 100 MM dia |
| 44 | Making holes in two sides of wall of culvert/drain or any other structures in any places for laying any dia pipe line within structures in two sides of wall of culvert/drain/any structure at anyu places and mending good damages all complete as per direction of E.I.C. |
| 45 | 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.(A) Pressure Rating : PN 6 (ii) Laying of pipe line including cost of pipe & fittings/specials but excluding cost of valves |
| 46 | 90 mm (OD) |
| 47 | 110 mm (OD) |
| 48 | 125 mm (OD) |
| 49 | 140 mm (OD) |
| 50 | 160 mm (OD) |
| 51 | Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, 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)For Exposed Work. |
| 52 | 15 mm dia medium quality. |
| 53 | 25 mm dia medium quality |
| 54 | 80 mm dia medium quality |
| 55 | 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) |
| 56 | For CI/DI Pipe - 100 mm dia. |
| 57 | For CI/DI Pipe - 150 mm dia. |
| 58 | For HDPE Pipe - 90 mm (OD) |
| 59 | For HDPE Pipe - 110 mm (OD) |
| 60 | For HDPE Pipe - 125 mm (OD) |
| 61 | For HDPE Pipe - 140 mm (OD) |
| 62 | For HDPE Pipe - 160 mm (OD) |
| 63 | 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) |
| 64 | For CI/DI Pipe - 100 mm dia. |
| 65 | For CI/DI Pipe - 150 mm dia. |
| 66 | For HDPE Pipe - 90 mm (OD) |
| 67 | For HDPE Pipe - 110 mm (OD) |
| 68 | For HDPE Pipe - 125 mm (OD) |
| 69 | For HDPE Pipe - 140 mm (OD) |
| 70 | For HDPE Pipe - 160 mm (OD) |
| 71 | Bituminouspucca road (approxi.450 mm depth ) cutting byusing gati, chiel, hammer etc. and picking upthe withdrawingexcavated materials and remove the same within distance of 30 mtr. at least all complete for fixingcrossing all dia of pipe line as per direction of EIC. |
| 72 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof. |
| 73 | 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. |
| 74 | Above 150 mm thick |
| 75 | Upto 150 mm thick |
| 76 | Making lighting arrangement for continuation work during night including all charges (Applicable exclusively for emergency situation and as per direction of EIC.) |
| 77 | Carriage of different type of departmental pipes from Divisional/Sub-divisional store to the work site by truck including loading, unloading, stacking etc. including cost of fuel, lubricant and also cost of driver, helper etc. and all other taxes and charges as applicable as per direction of EIC |
| 78 | Above 10 km upto 20 km |
| 79 | Making barricading of excavation trenches of road width upto 15mtr. to avoid any accident by providing 75mm dia bamboo post placed vertically & horizontally with the help of 6”size iron rail as per direction and satisfaction of EIC. (Applicable where critical situation arise and take up the work as per direction of EIC) |
| 80 | Construction of different dia 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 over 150mm. 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 inRCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified] |
| 81 | For 90 mm dia pipe (80 mm dia) |
| 82 | 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. |
| 83 | NOTE : i) 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) (ii) PPR-C (Poly propylene random copolymer) pipe shall be 3-layer confirming to IS : 15801 UV stabilized & anti-microbial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random/fittings. (iii) Rate is exclusive of supply and delivery of 10 mm NB gun-metal Ferrule.Supply & laying of 15 mm NB PVC (Schedule 80)/20 mm OD HDPE (PE-100, PN16)/20 mm OD PPR-C (Class-SDR/.4/PN-16 ) pipes. |
| 84 | a) Upto 10 m length |
| 85 | b) Above 10 m upto 20 m length |
| 86 | Making Village road (average 3m width) crossing by horizontal auger boring for Accomodation of layingof average 3 (three) nos. 15 mm dia GI pipes for FHTC or as per direction of Engineer In Charge. |
| 87 | Collection of Household Details at prescribe Format Through Mobile App /Hard Copy including Geo- Reference as directed by EIC and Submission of the same to PHE Dte in soft Copy. |
| 88 | Cement concrete with 30 mm down graded shingles excluding shuttering(a) 6:3:1 proportion |
| 89 | 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) River Bazree. N.B Veriety. |
| 90 | Brick work with 1st class bricks in cement morter (4:1)(a) In foundation & pliinth. |
| 91 | 125 mm thick brick work with 1st class brick in cement morter (4:1) In ground floor. |
| 92 | Panel shutters of door and window, as per design(each panel consisting of single plank without joint) including fitting and fixing the same in position but excluding the cost of hings and other fittings. (in case of non supply of single plank penalrate of reduction of 20% will bemade) in ground floor. 35 mm thick shutters with 19 mm thick panel. GAMARI |
| 93 | Supplying solid flush type door of commercial quality, the timber frame consisting of top and bottom rail and side style of well seasoned timber 65mm wide each and the entire frame fitted with 37.5mm wide batens places both ways in order to make the door of solid core and internal lipping with Garjen or similar wood verneers using phenol foraldehyde as glue etc. complete, including fitting, fixing shutters in position but excluding the cost of hinges and other fitting in ground floor) a) 35mm hick shutters (single leaf) |
| 94 | Supplying, fitting and fixing PVC door shutter-30 mm thick :Supplying fitting&fixingdoor shutterof approved quality & shade in position, the style & rail of the P.V.C door shuter will be made of rigid P.V.c. multicavity hollow chamber of 59 mm x30 mm section with 2 mm (+/- 0.2 mm) wall thickness. Horizontal & vertical section shall be fixed to each other by self tapping screws and 1 solid polymeric or M.S.galvanised tubular \"L\" shaped bracket 100 mm x200 mm in each corner of the shutter frame for placing hinges. Polymer based multicavity hollow section of 120 mmx 30 mm with 2.0 mm (+/-.02 mm) wall hickness will be fitted in the middle, reinforced by solid polymer bar of 200 mm long at bith ends and screws from both sides s lock rail. The section frame will be fitted in by P.V.C. panels of 1.2 mm (+/-0.2mm) and 2 nos of 6 mm dia bright rod will be inserted horizontally wih both side check and nut system and stretches where fixed of hinges / hasp bolt/ tower bolt/ door ring are required to be strong enough to with stand wear and tear. The rate is inclusive of cost of all materials, labour and hire of tools and plants. |
| 95 | 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 ).(a) 40mm X 6mm250 mm length. |
| 96 | Iron but hinges of approved quality fitted and fixed with steel screws, with ISI mark. |
| 97 | (i)75mm X 47 mm X 1.7 mm. |
| 98 | (ii) 100mm X 58 mm X 1.9 mm. |
| 99 | Iron hasp boltof approved quality fitted and fixed complete( oxidised ) with 16mm dia rod with centre bolt and round fitting.(b) 300mm long |
| 100 | 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). i) Three coats. |
| 101 | 125mm long buffer block ( Sal ) fitted & fixed with screws. |
| 102 | Iron socket bolt of approved quality fitted and fixed complete. |
| 103 | 100 mm long X 10 mm dia bolt |
| 104 | 150 mm long X 10 mm dia bolt |
| 105 | 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: (a)With continuous plate base (hexagonal / round rod.) |
| 106 | 150 mm grip X 10 mm dia rod |
| 107 | Supplying, fitting fixing approved type vetilator in position after cutting holes in walls setting in cement mortar mending damaged wall and plaster and two coats of paint of approved brand and shade. RCC ventilator of 20 mm thick, upto 0.10 sq.m. Area |
| 108 | Supplying fitting and fixing Peets fullwlay valve of approved brand and make tested to 21 kg. Per sq cm (for water lines only)(i) 25 mm dia. |
| 109 | Supplying, fitting and fixing Alloy Iron with brass spindle stop cock / bib cock of approved make and beand spray painted and tested to 21 kg per sq.cm.(i) 15 mm dia. |
| 110 | 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 paintingto bracket etc. |
| 111 | Supplying, fitting, fixing cast iron soil pipe only conforming to IS : 3989/2009 and IS : 1729/2002 with bobbins, nails etc. including making holes in the wall, floor etc. and cuttding trenches etc. in any floor through masonary concrete, if necessary and mending good damages with necessary jointing materials and painting two coats to the exposed surface with approved paint complete (a) With valamoid joints including sealing the top with cement morter (4:1) upto quarter depth.(i) 100 mm dia (internal) |
| 112 | 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. 75 mm dia. |
| 113 | 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. b) C.I. Bend of down pipes(With door),75 mm dia. |
| 114 | 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 |
| 115 | Supplying, fitting, fixing of 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 |
| 116 | Supplying ,fitting ,fixing cast iron\"P\" or \"S\" trap conforming to I.S. 3989/2009 & 1729/2002 including lead colk joints & painting two coats to the exposed surface.(a)\"S\" trap 100mm dia. |
| 117 | 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. |
| 118 | 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 including6mm 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 and 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. with Pakur variety (JSW/SHYAM/SRMB etc.) |
| 119 | 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 12mm. 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 with Pakur variety (JSW/SHYAM/SRMB etc.) |
| 120 | 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. Other than TATA/SAIL (a) With 250mm. Thick dry brickwork and 250mm. Thick cement brickwork (6:1) and 1.00 m. inside dia. |
| 121 | Supplying PVC water storage tank of approved quality with closed top with Lid (Black) - Multilayer (a) 500 litre capacity. |
| 122 | Labour or hoisting plastic wter storage tank. Upto 1500 litre capacity (t roof of 1st story) |
| 123 | Labour for punching hole in plastic water storage tank upto 50 mm dia. |
| 124 | Supplying fitting and fixing 600 mm (+/- 30 mm) diametre R.B.T. (Reinforced Barbed Tape) Concertina fencing on wall tuo using concertina coils stretched to approx. 6 meters length at site clipped with two nos. of horizontal R.B.T. Strands which will be tensioned and fixed with the vertical M.S. angle iron posts by means of security fasteners (such as /C\" clips, R.B.T. clips etc.) |
| 125 | Submission of complete detailed drawing of distribution system,rising main etc. after execution of work showing position of different types of valves, fittings/specials sluice valve chamber with location, node to node wise in the sanctioned drawing as completion 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. |
| 126 | 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. |
| 127 | a) GL to 60 mtr. |
| 128 | b) 60 mtr. To 100 mtr. |
| 129 | Lowering and placing of filter assembly of required length and Extraction and partening off the casing pipe of required length. |
| 130 | Mobilisation and transportion of the Rig machine and its accessories and others materials, etc. to the site. |
| 131 | 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. |
| 132 | Supply and Delivery of 183 mm ID/196 mm OD MSERW fin cutpipe |
| 133 | Supply and Delivery of 125 mm dia LCG/HDPE/other suitablefilter |
| 134 | Supply and Delivery of Bit tube (1.5mtr. Long) for Odex-165 |
| 135 | Supply and Delivery of Casing Shoe (for Odex-165) |
| 136 | Packer Assembly (for Odex-165) |
| 137 | Supply and Delivery of MS TW Specials (Clamp, Cap, Bail plug,Lugs, Ring etc.) |
| 138 | Add. @ 18 % GST |
| 139 | Add. @ 1% Cess |
AI Tender Summary
Tender Timeline
Sep 29, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedOct 28, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 01, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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