Thane Municipal Corporation has published Providing , Laying And Commissioning 1000Mm And 900Mm Dia Meter Mild Steel Pipe Line From Shilphat To Diva Juction. Submission Date for this Tender is 17-01-2020. Pipe Laying Tenders in TMC Thane Maharashtra. Bidders can get complete Tender details and download the document.
| Name of Work: Providing, laying & commissioning 1000mm & 900mm dia meter mild steel pipe line from shilphat to diva juction . | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Pipe - Special - Appurtenances Manufacturing, providing and supplyingspirally welded /ERW/SAW/fabricated M.S.Pipes (Commercial Quality) including procurements of plates, gas cuttingtorequiredsizerolling,tackwelding assembling insuitablelengthstoformpipes,weldingon automatic weldingmachineandforming‘V’edgeon both endsofpipes includingrailwayfreight,insurance, unloading fromrailwaywagon,loadingintotruck, transport tostores,unloading,stacking,excludingGST levied by GOI &GOM inallrespectetc.completeasper IS -3589andIS 5504 asapplicableasperspecifications (No negative tolerance in thickness is permissible). MS Pipe-ID-900mm dia-10mm Thickness | 5150 | Rmt | |
| 2 | 2 | Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding GST levied by GOI & GOM in all respect including inspection charges, transportation to stores and stacking, etc. complete. M.S. Specials-For 900mm | 18137.4 | Kg | |
| 3 | 3 | Providing and supplying at site of ductile iron /spheroidal graphite(S.G.) iron D/F double eccentricresilient seated short body butterfly valveswith gear box & handwheel, without bypass arrangement.Valves in accordance with BS EN 593 of PN 10/16 rated, with body & disc of ductileiron confirming to EN 1563/IS 1865 Gr.500/7 orGr.400/15, Body seat of intergral SG Iron/S.S. AISI316, seal retaining ring of steel C45/S.S. 1.4436,Shaft of S.S. 1.4021, Periferial disc seal and “O”rings of WRAS approved EPDM rubber (suitablefor drinking water), Internal fasteners of stainless steel A2. Body & disc coated inside & outside with electrostatically applied epoxy powder coated bluecolour.\n(suitable for drinking water.) as per DIN 30677- 2& GSK guidelines with a coating thickness of min.250 microns. Valves should be 100% tight shutoff.Face to face is per IS 13095 short body. Flange drilling as per IS 1538 raised face & pressure testingat manufactures works shall be done as per IS13095. including transportation charges excludingGST levied by GOI & GOM in all respect etc.complete. Short body butterfly valves -PN.16- 900 mm dia | 1 | No | |
| 4 | 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 nutof 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 transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16) Tamper proof air valve -200mm Dia | 10 | No | |
| 5 | 5 | Labour Section Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material up to a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0.0m to 1.5m | 11625 | Cu.M | |
| 6 | 6 | Excavation for foundation / pipe trenches by all means in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material up to a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0.0m to 1.5m | 5812.5 | Cu.M | |
| 7 | 7 | Lift 1.5m to 3.0m | 3100 | Cu.M | |
| 8 | 8 | 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 up to 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. Lift 1.5m to 3.0m | 4650 | Cu.M | |
| 9 | 9 | 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 etc.complete. Excavated materials bedding for length- 2575m | 772.5 | Cu.M | |
| 10 | 10 | Providing and laying in situ, following grades of C.C. M10 of trap /granite / quartzite / gneiss metal for foundation and bedding including dewatering, formwork, compacting and curing, finishing, etc. complete. C.C. M10 for length - 2575m | 309 | Cu.M | |
| 11 | 11 | Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction royalty charges etc.complete Contractors murum bedding at land fill location for length- 1300m | 390 | Cu.M | |
| 12 | 12 | Providing and filling in sand boxing in pipeline or for foundation with sand of approved quality including watering compaction, initial lead upto 5.0 km. etc. complete. Sand boxing bedding at land fill location for length- 1300m | 390 | Cu.M | |
| 13 | 13 | Transporting within 500 meters, laying in position to correct line and level M.S. pipes with / without any outcoating, on prepared bedding in trenches including marginal cutting wherever required, assembling track welding the same. The rate to include MS Pipe-900mm-Transporting within 500m | 5150 | Rmt | |
| 14 | 14 | 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. Welding MS pipe 900mm Dia- 10mm Thick- 4 Runs for each joint | 9716.33 | Rmt | |
| 15 | 15 | Gas cutting (either square cut or V cut) pipes, plates, etc. of thickness. MS pipe 900mm Dia- 10mm Thick | 2429.08 | Rmt | |
| 16 | 16 | Providing and making inner cement mortar lining to M.S. pipes with mechanical devices in cement mortar 1:1 proportion, including cost of all materials, labour, special sand required, machinery, power generation, all equipments and taking necessary access openings and manholes, cuts at suitable intervals as directed by Engineer-in-charge and rewelding the same after done with doubler plates pipes including necessary excavation, refilling concrete breaking and remaking if any, breaking guniting and remaking the same, repainting wherever required with epoxy paint in 3 coats, all dewatering including emptying the pipeline and refilling the same after done with (water to be supplied by department free of cost within 5 km. lead at fixed point and all other arrangements to be done by agency), including carrying out “C” value performance test of pipeline, complete job as per the directions of the Engineer- in-charge. MS pipe 900mm Dia- 10mm Thick | 14553.9 | Sq.M | |
| 17 | 17 | Providing and applying pipe coating of fibres, coal tar and solvent based rubber modified bituminous primer of density 0.92 gms/cu cm and viscosity of 1000-2000 cps @ 150 gms/sqm followed by seven layers(4mm thick) of polythene polymerised bitumen and polyester of local 7 layers) pipe coat 4 mm should conform to requirement of IS-10221 and AWWA C-203 for prefabricated tapes including covering cost on pipe coating. Rates shall include cost of material coating and wrapping over the pipes, handling charges, preparation of pipe surface, all labour, material, etc. complete. MS pipe 900mm Dia- 10mm Thick | 14553.9 | Sq.M | |
| 18 | 18 | Providing and applying 3 layer polyethylene coating of minimum 1000 micron composite coating and internal fusion bonded epoxy lining as per IS 3589 annex C of 400 micron thickness for underground laying M.S.pipes, Similarly dual layer polyester\ncoating of 400 micron externally and internal fusion bonded lining as per IS 3531 for above ground laying M.S. pipes. Rate shall include cost of material coating and wrapping over the pipes handling charges, preperation of pipe surface, all labour, material, including transportation of pipes from site of works to factory and back to site of works after coating excluding GST levied by GOI & GOM in all respect etc. complete. (The rate is for inside plus outside area both included )\nNote : Pipe coating shall be done at factory. MS pipe 900mm Dia- 10mm Thick | 14553.9 | Sq.M | |
| 19 | 19 | Providing and applying primer and one coat of red oxide of iron paint internally including cleaning the surface of the pipes with steel scrappers, wire brushes, and metal cleaning solution, etc. MS pipe 900mm Dia- 10mm Thick | 14553.9 | Sq.M | |
| 20 | 20 | Lowering, laying in position to correct line and level including M.S. pipes and sepcials with / without and any out-coating upon pedestal or chair. The rate to include loading,unloading, hoisting, marginal cutting wherever required, assembling and tack MS Pipe-900mm Dia-10mm Thick | 5150 | Rmt | |
| 21 | 21 | 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 driling machine of required diameter below M. S. Casing pipe lowering, laying, jointing of material, required welding machinery, tripod, chain pulley block, crane blower compressor, loading and unloading of machinery into the trench etc. transporation and dewatering etc. complete as directed by Engineer-in charge but execluding cost of M.S. pipes. MS Pipe-900mm Dia-10mm Thick | 30 | Rmt | |
| 22 | 22 | Transporting within 500 meters,laying in position to correct line and level M. S. specials pipes with / without any outcoating, such as distance pieces, straps, bends, tapers, etc. on prepared bedding in trenches including marginal cutting wherever required, assembling tack welding, the same. The rate to include loading, unloading, hoisting, etc. complete as specified. MS Specials-900mm Dia-10mm Thick | 103 | Rmt | |
| 23 | 23 | Lowering and laying in position to correct line and level including M. S. specials such as distance pieces, straps, bends, tapers, etc. on pedestals or chairs upon piers or trestles. The rate to include loading, unloading, hoisting, marginal cutting wherever required, assembling and tack welding, and including transportation upto 500 m. etc. complete as specified. M.S. Specials-900mm Dia-10mm Thick | 103 | Rmt | |
| 24 | 24 | 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. | 20862.1 | Cu.M | |
| 25 | 25 | Hydraulic testing of M.S. pipeline to specified pressure including cost of all materials and labour and water for testing for the length upto 1km., 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 MS Pipe-900mm Dia-10mm | 5.15 | Rmt | |
| 26 | 26 | 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 giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.) Butterfly valves- 900mm Dia | 1 | No | |
| 27 | 27 | Giving satisfactory hydraulic testing of following C. I. D / F Reflex valves, Butterfly valves and Sluice valves. Butterfly valves- 900mm Dia | 1 | No | |
| 28 | 28 | Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves). C.I. air valves- 150mm Dia | 10 | No | |
| 29 | 29 | Providing and laying in situ, following grades of C.C. of trap /granite / quartzite / gneiss metal for foundation and bedding including dewatering, formwork, compacting and curing, finishing, etc. complete. RCC M150 PCC | 0.9 | CuM | |
| 30 | 30 | Providing and laying in situ Cement concrete of trap/granite/ quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, 'plywood form work, bully/ steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (excluding M.S. or Tor reinforcement) RCC M300 for Concrete thrust block | 6.75 | CuM | |
| 31 | 31 | Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire). (Bd-F-17/306) Corrosion resistant steel(Fe 500) | 0.61 | M.T. | |
| 32 | 32 | Item no 6 :Providing fusion bonded epoxy coating to reinforcement bars as per IS- 13620-993 specification for the thickness of 175 (±50). Microns including extra cost on account of careful handling, extra cost on account of using PVC coated binding wire instead of G.I. wire, extra cost on account of touch-up material supplied by coating agency and repair work extra cost on account of transportation to free from steel yard at Kalamboli to plant at Daman & plant at Daman to work site trailer, loading, unloading, including all taxes (Central & Local). For 8mm to 20mm dia. | 0.61 | M.T. | |
| 33 | 33 | Providing and constructing BB masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding excluding excavation, BB masonry in CM 1:5 proportion 12mm thick cement plaster in CM 1:4 proportion on both sides and providing and fixing frame and cover etc. complete as directed by Engineer-in-charge 1.2 X 1.2 m internal size and depth up to 1.8m | 1 | Nos | |
| 34 | 34 | Disposal of excaveated stuff within 5 Km lead including all labours, loading and unloading and as directed by Engineer in charge. | 2162.71 | Cu.M | |
| 35 | 35 | 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. | 1617.8 | BHP/Hr | |
| 36 | 36 | Road reinstatement of BT road as per given specifications and Rate analysis attached alon with etc. complete | BI01010001010000000000000515BI0100001127 | 130 | Sq.M |
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