Tender For Laying Distribution System Along With Boring Of New Tubewells By Odex-165, Construction Of Pump Houses, Boundary Walls At 3Rd And 4Th Tubewell Site And Other Allied Works Inconnection With Augmentation Of Birsing Pwss
Tender Value
56.73 Lakhs
Estimated cost
Bid Submission
19 Jan 2023
0 days left
EMD
1.13 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
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Laying Distribution System Along With Boring Of New Tubewells By Odex-165, Construction Of Pump Houses, Boundary Walls At 3Rd And 4Th Tubewell Site And Other Allied Works Inconnection With Augmentation Of Birsing Pwss
BOQ
| Sl. No. | Item Description |
| 1 | Laying and Jointing PVC Pipe. Heading |
| 2 | Carrying CI/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10mtr. below existing ground level in any kind of soil including mixed with boulder, road sub-grade and its flank,but excluding moorum and laterite and stone etc.without damaging the exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne by the agency in his own cost) preparing the bottom surface for continuous bedding of pipe line and laying pipes, fitting, fixing specials and valves with bailing out water if any including carriage of pipes, specials and valves from local deptt. store within 8KM and back filling the trenches with excavated earth in layers to original condition as per specification and direction of EIC. The surplus materials after execution of work are to be return to the deptt. store. |
| 3 | i) The pipes, specials and valves , rubber gasket will be supplied deptt. free of cost |
| 4 | (i) 100 mm dia |
| 5 | 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 departmentally) |
| 6 | (i) 100 mm dia |
| 7 | 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. |
| 8 | a) 80mm dia to 125 mm dia |
| 9 | b) 150mm dia to 200mm dia |
| 10 | 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). |
| 11 | (i) 150 mm dia |
| 12 | (ii) 100 mm dia |
| 13 | (iii) 80 mm dia |
| 14 | 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 |
| 15 | CI/DI PIPELINE |
| 16 | (i) 100 mm dia |
| 17 | HDPE PIPE |
| 18 | i) 160 mm OD |
| 19 | ii) 140 mm OD |
| 20 | iii) 125 mm OD |
| 21 | iv) 110 mm OD |
| 22 | 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) |
| 23 | CI/DI PIPELINE |
| 24 | (i) 100 mm dia |
| 25 | HDPE PIPE |
| 26 | i) 160 mm OD |
| 27 | ii) 140 mm OD |
| 28 | iii) 125 mm OD |
| 29 | iv) 110 mm OD |
| 30 | 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. |
| 31 | i) 160 mm OD |
| 32 | ii) 140 mm OD |
| 33 | iii) 125 mm OD |
| 34 | iv) 110 mm OD |
| 35 | 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 per Departmental Dwg. |
| 36 | (i) 80-150 mm dia |
| 37 | Ordinary Cement Concrete M-20 (mix 3:1.5:1) with graded stone chips (20mm down) exculding shuttering and reinforcement if any, in ground floor/ upto 4 m.(a) River Bazree,N.B.Variety |
| 38 | 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. i) River Bazree,N.B.VARIETY |
| 39 | Cement concrete with 30mm down graded shingles excluding shuttering a) 6:3:1 proportion |
| 40 | Reinforcements for reinforced concrete work in all sorts of structure including distribution bars, stirrups binders etc. initial straightening and removal of loose rust, 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, complete as per drawing and direction.For works in foundation,basement and upto roof of ground floor/upto 4m (i) M.S./Tor steel(Other than TATA/SAIL/RINL) |
| 41 | Hire and labour charges, for shuttering with centering and necessary staging upto 4.0 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 (upto roof of ground floor) |
| 42 | a) 25mm to 30mm shuttering without staging in foundation |
| 43 | Earthwork in excavation of foundation trenches or drains in all sorts of soils (including mixed soil but excluding laterite or sand stone) including removing spreading or stacking the spoils with in a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling dressing and ramming the bottom, bailling out water as required complete. |
| 44 | a) Depth upto 1.5 m |
| 45 | Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 150 mm including watering & ramming etc. layer by layer complete. |
| 46 | (a) With earth obtained from excavation of foundation |
| 47 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. i) Up to 150 mm thick |
| 48 | Bituminous pucca road (approx. 450mm depth) cutting by using gaiti, chisel, hammer etc. and picking uip the withdrawing excavated materials and remove the same within distance of 30mtr. at least all complete forfixing/crossing all dia of pipe line as per direction of EIC |
| 49 | Supplying, fitting and fixing G.I pipes of TATA make for underground works with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, short piece etc including cost of all materials, jointing materials, cutting pipes, making threads, cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of paiting on G.I pipes and specials with bituminous paint complete in all respect(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 separately) |
| 50 | (i) 100 mm dia medium quality |
| 51 | (ii) 150 mm dia medium quality |
| 52 | 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) |
| 53 | (A) For Exposed Work |
| 54 | (i) 100 mm dia medium quality |
| 55 | (ii) 150 mm dia medium quality |
| 56 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. |
| 57 | (c) (i) With carried earth arranged by the contractor within a radius of 1 km. including cost of carried earth. |
| 58 | Labour for horizontal boring under pucca road etc. for laying of G.I./C.I./D.I. pipeline through horizontal boring including all labour tools and plants and all incidental charges complete as per direction of E.I.C.Upto 150 mm dia |
| 59 | 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. |
| 60 | a). GL to 60 mtr. |
| 61 | b). 60 mtr. to 100 mtr. |
| 62 | Lowering and placing of filter assembly of required length and Extraction and partening off the casing pipe of required length. |
| 63 | Mobilisation and transportion of the Rig machine and its accessories and others materials, etc. to the site. |
| 64 | 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. |
| 65 | Supply and Delivery of 183 mm ID/196 mm OD MSERW fin cutpipe |
| 66 | Supply and Delivery of 125 mm dia LCG/HDPE/other suitablefilter |
| 67 | Supply and Delivery of Bit tube (1.5mtr. Long) for Odex-165 |
| 68 | Supply and Delivery of Casing Shoe (for Odex-165) |
| 69 | Packer Assembly (for Odex-165) |
| 70 | Supply and Delivery of MS TW Specials (Clamp, Cap, Bail plug,Lugs, Ring etc.) |
| 71 | Brick work with 1st class bricks in cement morter (4:1) |
| 72 | (a) InFoundation & plinth. |
| 73 | 125mm thick brick work with 1st class brick in cement morter (4:1) in ground floor. |
| 74 | 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. |
| 75 | I)In Ground floor |
| 76 | (a) With (6:1) cement morter , 20.mm thick plaster |
| 77 | Neat cement punning about 1.5mm thick in wall,dado, |
| 78 | window sills,floor,drain,etc. |
| 79 | A) Protective and decorative Acrylic exterior emulsion paint of approved quality as per manufacturers specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of materials,labour,scaffolding and all other incidental charges but excluding the cost of primer.Premium 100 % Acrylic emulsion. |
| 80 | i) Twocoats.atGroundFloor. |
| 81 | B) 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. |
| 82 | 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: |
| 83 | (a) On steel or other metal surface. |
| 84 | i)Two coats (with any shade except white.) |
| 85 | Supplying and laying Polythene Sheet (150gm / sq.m.) overdamp proof course or below flooring or roof terracing or infoundation or in foundation trenches. |
| 86 | Supplying 1.5 mm thick M.S. sheet fitted and fixed on one or both faces of M.S. / WI gate etc. with point etc. With point welding at not more than 150 mm apart compleye in all respect as per design including cost of labour and materials. |
| 87 | 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 andbrand conforming to IS:814- 2004, haulage, hoisting and erectionall complete. The rate includes the cost of rolled steel section,consumables such as electrodes, gas and hire charge of all tools andplants and labour required for the work including all incidentalchages such as electricity charges, labour insurance charges etc.I) For structural members of specified sections weighing less than22.5 Kg./m II. For build up Section/ Structural members of Specified section weighing ISA : 50x50x6 mm (i.e 4.50 kg/m as per steel table) |
| 88 | Supplying fitting and fixing 600 mm (+/- 30 mm) diametre R.B.T(Reinforced Barbed Tape) Concertina fencing on wall top 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.) |
| 89 | Construction of Pump House (5400mm x 3600mm x 3300mm height) with toilet (2100mm x 1350mm) sanitary and plumbing arrangement along with verandah (3000mm x 1500mm) having plinth height 600mm. Two numbers door, two numbers window fitted with 100mm x 75mm Sal wood frame fitted with 100mm x 58mm x 1.90mm iron butt hinges. One number door and all window made of 35mm thick wooden shutters and 19mm thick panel of Sishu, Gamar, Champ, Badam, Bhola etc. and one number door is PVC moulded shutter for toilet. One number Orissa pattern WC (580mm x 440mm) including P or S trap. Three numbers MS or WI ornamental grill fitted at toilet. Construction of Septic Tank for 10 users, inspection chamber, soak well as per PWD schedule & drawing. fitting, fixing 10 liter PVC low down cistern and all necessary fittings, towel rail (25mm dia x 450mm long). Supplying, fitting and fixing 500 litres capacity PVC water storage tank, Plumbing with 25mm and 15mm dia PVC pipe and necessary fittings. MS ornamental grill for window opening, providing 8 nos RCC ventilator in room, 150mm dia GI pipe for lifting arrangement of Pumping machinary. White washing inside and Protective and Decorative Acrylic exterior emulsion paint over a coat of primer for outside the pump house, painting the grills and wooden works over the coat of primer etc.all complete as per direction of the EIC and as per attached detailed drawing.(Any deviation in plingh height as per site, an additional rate @ Rs.4063.00 per 50 mm height will be add or deduct as per approved departmental analysed rate.) |
| 90 | 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 i) Grill weighing above10 kg/sq.m. and upto 16 kg. / sq.m. |
| 91 | Supplying & laying as per IRC-SP:063-2004 paver 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. (b) 60 mm thick interlocking designer concrete paver block M- 30 grade for non-traffic zone,buiding premises,garden,parks,domestic drive as per IS: 15658- 2006(over 20-30 mm medium sand bed on 200mm thk bound gnaular /granular base course including cost of sand for sand bed but excluding cost of base course & subgrade preparation.) (ii) Coloured Decorative |
| 92 | Add GST 18% |
| 93 | Cess 1% |
AI Tender Summary
Tender Timeline
Jan 02, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJan 19, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 21, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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