Tender For Inter Connection Of Pipeline Work Along With Cannel Crossing, Road Crossing And Gap Negotiation By Different Dia Ms Pipe At Distribution Pipe Netwok Of Zone-Ii Under Augmentation Of Laying Distribution System To Extend The Benefit Of 100%
Tender Overview
Project Description
Tender for Inter Connection Of Pipeline Work Along With Cannel Crossing, Road Crossing And Gap Negotiation By Different Dia Ms Pipe At Distribution Pipe Netwok Of Zone-Ii Under Augmentation Of Laying Distribution System To Extend The Benefit Of 100% Households In Zone-Ii At Joynagar-Ii Block Within Mega Surface Water Based Water Supply Scheme For Falta-Mathurapur Dist.- South 24 Pgns. Under South 24 Pgns W/S Division-I Of South 24-Pgns. W/S Circle, Phe Dte. (Sm/18222)
BOQ
| Sl. No. | Item Description |
| 1 | Supplying & fabricating of 323.9 mm dia (OD) 7.1 mm thick M.S. Pipe as per specification and direction of E.I.C. |
| 2 | Supplying & fabricating of 273 mm dia (OD) 6.3 mm thick M.S. Pipe as per specification and direction of E.I.C. |
| 3 | Supplying & fabricating of 219.1 mm dia (OD) 6.3 mm thick M.S. Pipe as per specification and direction of E.I.C. |
| 4 | Supplying & fabricating of 168.3 mm dia (OD) 4.5 mm thick M.S. Pipe as per specification and direction of E.I.C. |
| 5 | Supplying & fabricating of 406.40 mm dia (OD) 8.8 mm thick M.S. Pipe as per specification and direction of E.I.C. |
| 6 | Supplying & fabricating of 355.60 mm dia (OD) 7.7 mm thick M.S. Pipe as per specification and direction of E.I.C. |
| 7 | Supplying & fabricating of MS Machine End as per specification and direction of EIC |
| 8 | a) 150 mm dia |
| 9 | b) 200 mm dia |
| 10 | C) 250 mm dia |
| 11 | d) 300 mm dia |
| 12 | e) 350 mm dia |
| 13 | f) 400 mm dia |
| 14 | DI Single Chamber combination type Air Release Valve (Kinetic AirValve along with Automatic Air Valve) should be double ball, doubleorifice with Austenitic aloy, steel float, Temper Proof Air VentsofBronze, Rolling Seal mechanism of neoprene rubber for Air releaseand Anti Vaccum application and stainless steel/ H.T. Steel coverbolts, EPDm cover gasket design for 10Kg. / Sq. Cm. Pressure &Epoxy Powder coating (EP-P) inside and outside color shade blueRAL 5005. Flanged drilled as per IS-1538 (Table -6). Rate inclusiveof packaging charges, transportation charges and any other charges& taxes, including charges of third party inspection.Material Specificationa) Body & cover of (Kinetic & Automatic Valve)Ductile Iron DIN 1693 Gr. GGG40b) Low pressure seat ring:Neoprene Rubber on Bronze Seatc) Low pressure ball:Austentic alloy steel, AISI-304d) High Pressure BallAustentic alloy steel, AISI-304e) Tamper Proof Air Vent:Bronze, IS 318 LTB2 with rolling seal mechanismf) Cover GasketEPDM Rubberg) Cover Bolts:Stainless Steel / High tensite steeli) 100 mm dia |
| 15 | Hire charges of movable crane (capacity 10MT) including operator,helper,fuel,lubricants etc. for loading / unloading / placing of various materials/accessories of water supply works as per direction of E.I.C. (For 8hrs of working per day) |
| 16 | Labour for boring (horizontally) through any kind / type of soil for road crossing of laying distribution system, including hire charges and labour for supplying to suitable diameter crossing up to full width , of road with necessary tools, tackles including necessary arrangemern for boringand pushing requIred including fltling ,fixing, jointing, pumpIng out accumulated water, lighting arrangement etc, complete as per direction of EIC. |
| 17 | (ii) 150 m.m dia |
| 18 | (iii) 200 m.m dia |
| 19 | (iv) 250 m.m dia |
| 20 | (v) 300 m.m dia |
| 21 | (vi) 350 m.m dia |
| 22 | Supply of E.R.W.M.S. (Electrical Resistant Welded M.S.) black pipe of ISI Mark as per relevant IS specification (heavy quality) having wall thickness not less than 5mm.[N.B. The rates for supply of TATA make pipe will be arrived at by adding 20% of the corresponding rates]a) 100mm dia |
| 23 | Supply of MS flange (Slipper type) as per IS 6392 TABLE-17 Thickness : 20 mm - 22 mm |
| 24 | i) 400 mm dia. |
| 25 | ii) 350 mm dia. |
| 26 | iii) 300 mm dia. |
| 27 | iv) 250 mm dia. |
| 28 | v) 200 mm dia. |
| 29 | vi) 150 mm dia. |
| 30 | vii) 100 mm dia. |
| 31 | Dewatering from the excavated trenches for repairing any type of pipe line including Hire Charge of pump / carriage / Fuel & lubricant / Operator etc. for big dia pipes more, than 200mrn dia all complete as per direction of EIC. (This item will be executed after the permission of E.l.C.) |
| 32 | Making lighting arrangement for continuation work during night including all charges (Applicable exclusively for emergency situation and as per direction of EIC.) |
| 33 | Making barricading for protecting the trench to avoid any accident including making arrangement of road light during the night |
| 34 | Welding in M.S. structural work with gas or electric: |
| 35 | (a) Continuous weld. |
| 36 | Cutting to requisite length or shape departmental R.S. joists, channels, angles, tees, plates etc. |
| 37 | Sand blasting to Mild Steel surface with coarse sand followed by immediate application of two coats of Zinc Rich Epoxy Primer of approved make and brand and subsequent painting two coats with Coal Tar Epoxy-of approved make and brand including cost of materials labours, machinery, fuel and power including carriage of the steel materials at site complete [Brand of primer and paint shall be approved by the Engineer-in-Charge] |
| 38 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. |
| 39 | (a) Depth of excavation not exceeding 1,500 mm. |
| 40 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation |
| 41 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 42 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) |
| 43 | 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. |
| 44 | Distance from Baruipur stack yard = 25 Km |
| 45 | 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). |
| 46 | i) 350 mm dia. |
| 47 | ii) 300 mm dia. |
| 48 | iii) 250 mm dia. |
| 49 | iv) 200 mm dia. |
| 50 | v) 150 mm dia. |
| 51 | vi) 100 mm dia. |
| 52 | Hire and labour charges for shuttering with centering 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 and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (a) 25 mm to 30 mm thick shuttering without staging in foundation. |
| 53 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m. |
| 54 | (a) In ground floor including roof. (a) upto 150 mm. thick |
| 55 | Supply and delivery of CIDF sluice valve 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 210 mtr. Spindle of IS-6603 G.R12/Gr.13 non-magneti, nuts seatrings are of Gun one tal as per IS:318LTB-2 flanges and drilled to IS:1538 Part -IV & VI valves are suitable forma x. working presssure of 10 kg/cm2 (seattest) and body tested to 15kg/cm2.N.B: The above item should be procured from the reputed manufractures as per deptt. approved vendor list. |
| 56 | 150 mm dia. |
| 57 | 200 mm dia. |
| 58 | 300 mm dia. |
| 59 | Cast iron double flanged Non-Rising Spindle Sluice valve generally conforming to IS 14846 having body door/dome/Bonnet and cover of cast iron Gr FG 260, Spindle of IS 6603, Gr-12, Cr-13, spindle nut & seat rings are of Gunmetal as per IS: 318 LTB 2. Flanges flat faced and drilled to IS:1538 Part IV & VI, Valves are suitable for maximum working pressure of 10/16 Kg/Sq.cm (seat test) and body tested to 15/24 Kg/sq.cm 350 NB and above valves should be provided with enclosed gear box and anti friction device for ease of operation. All the valves should be tested by closed end method only. |
| 60 | e)350 mm dia - (P.N. - 10.) |
| 61 | Construction of different dia Sluice valve/Airvalve/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. [Reinforcement type:- Other manufactuerers not specified] |
| 62 | a) 80 mm to 150 mm dia pipe |
| 63 | b) 200 mm dia pipe |
| 64 | c) 250 mm to 350 mm dia pipe |
| 65 | Add GST @ 18% on all item except item no. 1,2,3,4,5,6,7,8,9 & 10 |
| 66 | Add CESS @ 1% on all items (except item no. 1,2,3,4,5,6,7,8,9 & 10) including GST Please Enable Macros to View BoQ information |
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