Tender For Improvement Of Water Supply With Cleaning, Washing And Replacing Of Existing Pipes And Valves By Cut & Flush Work Including Installation Of Valves, Others Allied Works And Road Restoration Works To Removed Contamination At 109, Kali Kundu
Tender Overview
Project Description
Tender for Improvement Of Water Supply With Cleaning, Washing And Replacing Of Existing Pipes And Valves By Cut & Flush Work Including Installation Of Valves, Others Allied Works And Road Restoration Works To Removed Contamination At 109, Kali Kundu Lane To 109/1/13, Kali Kundu Lane Under Ward No-24, Of Hmc.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation of trial pit (3.0 m x 1.0 m x (upto) 3.0 m) for fixing of pumping main, washout line raking every detection against damage of S.W. pipe line electrical cable etc. as underground obstruction including 37.5 mm timber shuttering, earth cutting, dewatering, barricading and back filling etc. as per direction of E-I-C.Ref:- UD & MAD (Schedule) 2018, P-2, it. No. - 1.4 |
| 2 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.In ground floor including roof.a) upto 150 mm. ThickRef: P.W.D (Bldg) Sch. -2017, page -10 It- 2(a) |
| 3 | 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.(a) Depth of excavation not exceeding 1,500 mm.[Ref : P.W.D.(Bldg) 2017, Page - 1, Item-2(a)] |
| 4 | Hire and labour charges for 75 mm dia bamboo railing on Jhau/Eucalyptus or other approved timber\bamboo posts 1.4 m above G.L and 0.60 m below G.L including tying strongly with coir ropes and boring holes for posts in any soil/ concrete surface/Bituminious surface packing the sides etc including cost of carriage of all materials and labour complete including cost of restoration to the damages of the ground to its original condition as per direction of Engineer in charge after removing the barricade.(Cost of restoration would be paid seperately.)(a)75mm. dia bamboo railing & 125mm. Dia Jhau/Eucalyptus/otherapproved timber posts @ 1.60m apart(ii) Railing with 3 rows.Ref:- UD & MAD (Schedule) 2018, P-3, it - 1.8(a)(ii) |
| 5 | 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)Ref:-[Page:2; Item No:4(A) of PWD-SOR(Bld) 2017] |
| 6 | Flange joint to C.l./D.l/MS. pipes and specials including supply of rubber gasket. nuts. bolts. washers etc. of best quality to make the joint watertight at required hydraulic pressure all complete as per specification & direction of the Engineer-in-Charge. (b) 100 mm dia.Ref:- UD & MAD (Schedule) 2018, P-8, IT-2.1.6 |
| 7 | Cutting of C.l/D.I pipes for fitting with pipes and-or specials of similar or dissimilar materials at the time of laying without damaging any part of the required length including taking out of the broken pieces from the trench and restacking the same at the specified location as per direction of the Engineer-in-charge.(b) 100 mm diaRef:-UD & MAD (Schedule) 2018, P-09, IT-2.1.7 |
| 8 | Lowering, fitting and fixing of all types of valves in proper position and alignment using chain pully block or crane (for diameter above 250 mm) by providing temporary support, as required, gaskets, nuts & bolts etc. all cornplete as per specification and direction of the Engineer-in-charge. [The rate Includes cost of flange joints](a) 100 mm Dia.Ref:-UD & MAD (Schedule) 2018, P-17, IT-2.4.1 |
| 9 | Cast iron double flanged manually operated sluice valves generally conforming to IS 14846 : 2000, having four faces and spindle nut inside screw non- rising spindle type gunmetal/AISI 410 suitable for PN 1.0 rating complete with ball thrust bearing and enclosed gearbox (EN-8 with hardened by nitriding pinions of EN-19), flanges flat faced and drilled to IS.: 1538 : 1993. Valves tested by closed end method.NB Diameter in mm(a) 100 mm Dia.Ref:-UD & MAD (Schedule) 2018, P-46 , IT-8.6. |
| 10 | Dewatering by pumps including all leads, lifts and making all arrangements of disposal, where continuous flow of water from a source other than natural or ground water is encountered in case of emergency maintenance works related to leakage, breakage and making wet connections. [Note : - In case of any other situation demanding such emergency dewatering. use of this item is to be approved by the Superintending Engineer/Tender Accepting Authority. This item shall be executed on the specific direction duly supported by proper clarification of the E.I.C. who will be satisfied in absolute discretion that such work has not been necessitated due to any natural source of water or any fault of the ContractorRef:-UD & MAD (Schedule) 2018, P-24, it - 7.2 |
| 11 | 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 conventionalmethod in future. (B) Pressure Rating : PN 10 (ii) Laying of pipe line including cost of pipe & fittings/specials butexcluding cost of valves.(a) 110 mm (OD)Ref:- PHE (SOR ) w.e.f. 03.11.2021, P- L14, IT-4,(B)(ii)© & (f) |
| 12 | Hire & labour charges for diesel generating set for lighting including fuel, 300M wire, 11 points with 200 Watt bulb with post for hanging & maintaining the same for day & night for the period.Ref:-UD & MAD (Schedule) 2018, P-4, it - 1.13 |
| 13 | Drilling and tapping C.I. main.(ii) Above 15 mm upto 25 mmRef:-PWD(S&P) w.e.f.- 01.11.17, P-27, It-18 (ii) |
| 14 | Detachable joints to AC pipes including supply of rubber gasket, nuts, bolts etc. of best quality to make the joint water tight at required hydraulic pressure all complete as per specification and direction o the Engineerin- charge.(b) 100 mm dia.Ref:-UD & MAD (Schedule) 2018, P-11, it - 2.2.3 |
| 15 | Labour for detachable joints to AC pipes to make the joint water tight at required hydraulic pressure all complete as per specification and direction of the Engineer-in-charge(b) 100 mm dia.Ref:-UD & MAD (Schedule) 2018, P-12, it - 2.2.4 |
| 16 | Supplying, fitting and fixing of C.I. Mechanical Compression flexible Collar Couplings suitable for C.I. Spun Pipes (as per IS: 1536) and D. I. Pipes (as per IS: 8329) complete with Sealing Rubber Gasket of EPDM quality (IS:5382/1985 Type - 4), Cast Iron Follower Glands and Mild Steel Nut Bolts (Zinc Coated). The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS: 1538. Fitting and fixing should be in proper position with proper care of main pipe line for leak proof condition.(b) 100 mm dia.Ref:-UD & MAD (Schedule) 2018, P-27, it - 7.16 |
| 17 | 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 based on the basis of measurement of finished quantity of work.(a) With earth obtained from excavation of foundationRef:-UD & MAD (Schedule) 2018, P-01, it - 1.2(a) |
| 18 | Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge.Ref:-UD & MAD (Schedule) 2018, P-5, it - 1.18 |
| 19 | Hire charges for engaging Air Compressor machine with minimum pressure capacity of 5.0 Kg/sq.cm arrangement including all necessary equipment and operating staff, carriage, fuel, Tools and plants all complete for cutting Road / hard crust cutting with pneumatic hammer at desired point in water supply works as per direction of EIC.b) Without Pneumatic hammersFor minimum engagement of 8 hrs. in a dayRef:-UD & MAD (Schedule) 2018, P-53, It. No - 8.29 |
| 20 | Disinfection of water main by filling with water containing bleaching powder of sufficient quantity capable of maintaining a residual chlorine concentration of 10mg/l within the main after a detention period of two hours and flushing the same with fresh water all complete as per specification and direction of the Engineer-in- Charge.Ref:-UD & MAD (Schedule) 2018, P-23, It. No - 6.1 |
| 21 | Labour for cleaning & Washing CI / DI / AC Pipe line upto 150mm dia, including scraping internal deposits if necessary, as per direction of Engineer-in-charge.Ref:-UD & MAD (Schedule) 2018, P-24, It. No - 7.3 |
| 22 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.[Ref: P.W.D.(Bldg.). Page- 14, Item - 1 & 3rd corrigenda Page - 1 SL NO.-1] |
| 23 | 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 codes.(i) Pakur Variety In Ground FloorRate Analysis Enclosed |
| 24 | Supplying, fitting and fixing in position G.I. pipes of TATA make for underground works with all necessary accessories,specials viz.socket, bend, tee, union, cross, elbow, 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 painting on G.I. pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.Payment for painting will be made seperately)(i) 15 mm dia. medium quality.Ref:-PWD(S&P) 2017, P-3, It-2(i) & (ii). |
| 25 | Shifting house connection or stand post connection from existing main to new main after excavation through any kind of soil and road materials up to required depth. dismantling existing ferrule with all fittings. plugging hole of old main with G.I. plug. drilling and tapping the new main. refixing the ferrule on the new main with serviceable old G.I pipes and other specials (New G.l. pipes and other specials. if required to be installed shall be paid extra) and back filling the trench with excavated materials all complete as per specification and direction of the Engineer- in-Charge. Ref:-UD & MAD (Schedule) 2018, P-21, it - 3.7 |
| 26 | Add GST |
| 27 | Add 1 % Cess Please Enable Macros to View BoQ information |
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