Nagar Panchayat-NP has published Tender For Provision Of Rising Main From Datarti Shivar To Wtp Sakri , Tal. Sakri Dist. Dhule. Submission Date for this Tender is 06-02-2024. Pipe Laying Tenders in Dhule Maharashtra. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 01-Feb-2024 | Corrigendum-T-N-No.8-9 | Technical Bid | 06-02-2024 |
| Sl. No. | Item Description |
| 1 | Providing and supplying in standard lengths Polyethelene Pipes , confirming to I.S. 4984 / 14151 / 12786 / 13488 (Latest version) with necessary jointing material like mechanical connectors I.e. thread/insert joint / quick release coupler joint/ compression fitting joint or flanged joint , including all local & central taxes , transportation & freight charges , inspection charges , loading / unloading charges , conveyance to the departmental stores / site & stacking the same in closed shade duely protecting from sunrays & rains , etc. complete. excluding GST levied by Gl & GOM in all respect P.E. 100 6??Kg/Sq.??cm 200MM |
| 2 | Supply ofspecialsRequired for HDPE Pipes mechanical Joints Etc. 10% cost of above Item No.3 |
| 3 | Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved nlake epoxy paint (Shalimar, Ciba or Matiindra & Mahindra make) from inside and outside excluding GST levied by GOI & GOM in all respect including irrspection charges, transportation to stores and stacking, etc. complete. All socketed specials or socketed branch flanged specials of all diameters 5% cost ofItem No.3 |
| 4 | Providing and supplying at site of ductile iron / spheroidal graphite (S.G.) iron D/F non-rising spindle resilient seated glandless sluice valves with handwheel & without bypass arrangement. Valves in accordance with BS 5163 of PN-10/ 16 rated, with body and bonnet of ductile iron confirming to IS 1865 Gr. 500/7 or Gr.400/15. Wedge fully encapsulated WRAS approved EPDM rubber (approved for drinking water), Wedge nut of brass, shaft of stainless steel1.4021/1.4104, stem seals min. 3 nos. of NBR, internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Valves should be full bore & tight shut-off. Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846. including all statutary duties and taxes such as GST levied by Gol and GoM in all respect etc. complete. and transportation charges etc. complete. "A) C.I.D.F. Sluice Valve PN -1 100MM |
| 5 | 200MM |
| 6 | B) LABOUR Excavation for foundation / pipe trenches in earth, soils of all types, soft murum, W.B.M.road including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. i) Lift 0 - 1.50 MADD 10% |
| 7 | Excavationforfoundation/pipetrenchesin hardmurumandboulders,W.B.M.road includingremovingtheexcavatedmaterial upto a distance of 50 M beyond the area and liftsasbelow,stackingandspreadingas directedbyEngineer-in-charge,normal dewatering, preparing the bed for foundation andexcludingbackfilling,etc.complete. (Bd- A-3/259) i) Lift 0 - 1.50 MADD 10% for hilly area |
| 8 | Excavationforfoundation/pipetrenchesin soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below,stackingasdirectedbyEngineer-in- charge, normal dewatering, preparing the bed forfoundation andexcluding backfilling,etc. complete. (Bd-A-4/259) i) Lift 0 - 1.50 MADD 10% for hilly area |
| 9 | Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. i) Lift 0 - 1.50 MADD 10% for hilly area |
| 10 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. |
| 11 | Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete. |
| 12 | Lowering laying and jointing HDPE /MDPE pipes in proper position including all specials by Compression fitting /Electrofusion and But fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedures like Electrofusion machine, Electric mirror/heater/But fusion welding machine with hydraulic jack, top laoding clamp etc and all labours as directed by engineer incharge as per IS - 7634 Part II. "H.D.P.E. 100"6 Kg/Sq. Cm 200MM |
| 13 | Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materialsand labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.. 200MM |
| 14 | Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and excluding hydraulic testing etc. complete. (Rate for all class of valves.) 100MM |
| 15 | 200MM |
| 16 | Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 proportion 12 mm thick cement plaster in cm 1:4 proportion on both sides with providing and fixing C.I. man Note: Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M ) Valve Chamber with Cast iron frame and cover i) Size 0.90x0.6 x1.5 M 50 kg |
| 17 | ii) Size 0.90x0.9 x1.5 M 90 kg |
| 18 | Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete. 100 mm x 225 mm (20 kg) |
| 19 | 225 mm x 300 mm (40 kg) |
| 20 | Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 21 | Provision for Charges of Road Crossing , laying of pipe along the road under PWD dept.and remaking Road Etc. Comp. (as PWDDept. G R Dt07/04/2014) Road crossing |
| 22 | Road side shoulder length |
| 23 | Making cross connection to existing distribution main of any type including excavation, breaking and removing exiting pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in-charge for following diameters of existing pipeline, irrespective of diameter of branch line (the number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores). 100MM |
| 24 | 0MM |
| 25 | Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. |
| 26 | Pushing of M.S. pipe of following dia for road crossing and Railway crossing by push through method in all types of strata by using hydraulic jack and drilling machine of required diameter, below 3.0 m depth including lowering, laying, jointing of M.S.casing pipe including cost of all labour, fuel and material,required weldingachinery,tripod, chain pulley block,crane , blower etc.,transportation and Dewatering etc.complete as directed by Engineer-in-charge but excluding cost of M.S. Pipes. RATES FOR ROAD AND RAILWAY CROSSING BY PUSH THROUGH METHOD 200 mm dia to 499 mm dia M.S.pipe |
| 27 | Manufacturing, providing and supplying spiratlY welded / ERW/ SAW / fabricated M. S. pipes (Cornmercial Quality) including procurements of plates, gas cutting to required size rolling, t-ack welding assembling in suitable lengths to fornr pipei welding on automatic welding machine and forming "V".dgu on Ooln ends of pipes including railway freight , insurance,unloading from railway wagon, loading into truck" transport to stores, unlclading, stacking, excluding GST levied oy Cbt & GOM in all respect etc. complete as per lS - 3589 ,nO |S-SSO+ as applicable as per specifications (No negative tolerance in thickness is permissible). For Push through pipe Provision 200 mm &350 mm M.S. pipe 250 mm For pipe line 8 mm thick |
| 28 | Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved nlake epoxy paint (Shalimar, Ciba or Matiindra & Mahindra make) from inside and outside excluding GST levied by GOI & GOM in all respect including irrspection charges, transportation to stores and stacking, etc. complete. |
| 29 | Lowering laying in position to correct line and level including M. S. pipes with / without any outcoating, on pedestals or chairs upon piers, trestles etc. The rate to include loading, unloading hoisting, marginal cutting wherever required, assembling and tack welding, transportaion upto 500 M. etc. complete. 250 mm For pipe line 8 mm thick |
| 30 | Lowering laying in position to correct line and level including M. S. specials with / without any outcoating such as distance pieces, straps, bends, tapers, etc. on pedastals or chairs upon perpared formation in trenches upon prepared formation.The rate to include loading, unloading hoisting, marginal cutting wherever required, assembling and tack welding, and transportation upto 500 M. ..etc. complete. 250 mm For pipe line 8 mm thick |
| 31 | Welding in all positions with required number of runs, for M. S. pipes internally and / or externally including gauging wherever necessary, fixing appurtenances and other accessories in connection with pipe laying work as per specification. Butt Joints : Plate thickness: 8 mm |
| 32 | Lap joints with convex fillet welds Lag Lengths: |
| 33 | Gas cutting (either square cut or V cut) pipes, plates, etc. of thickness Above 5 mm up to 10 mm |
| 34 | Providing & applying one coat of zinc rich epoxy primer to the internal surface of pipeline at site. 250 mm For pipe line 8 mm thick |
| 35 | Providing & applying primer and one coat of red oxide of iron paint externally including cleaning the surface of the pipe with steel scraperswire brushes and metel cleaning solution etc complete 250 mm For pipe line 8 mm thick |
| 36 | Royalty |
| 37 | Transposrtation of Excavated surplus stuff @ 5 km-Disposed off Excavated Stuff @ 5 Km |
| 38 | Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete. PCC (1:2:4) ie M - 150 FOR ENCASING |
| 39 | Utility Shifting |
| 40 | Providing and casting in situ cementconcrete M-20 of trap/granite/quartzite/ gneiss metal to R.C.C. work like roft grillage, strip,foundation and footing of R.C.C. columns and steel sanctions including belling out water manually, centering formwork, compa |
| 41 | Providing and casting in situ cement concrete M20 of trap / granite/quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer With Natural sand. |
| 42 | Providing and fixing in position H.Y.S.D. bar reinforcement of various diameters for reinforced cement concrete pile caps, footing,foundations,slabs,beam, columns ,canopies,staircase,newels,chajjas, lintels ,pardis, copings fins, arches etc. as pe |
| 43 | Trial Run Of Scheme |
| 44 | Insurance Charges |
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