Shirbhavi And 81 Villages Regional Rural Water Supply Scheme Under Pipe Line Crossing Works Near At Miraj Railway Gate And New Work Of Pipeline Mla Office Towards Vasud Road At Sangola By Pastal.- Sangola, Dist.-Solapur.
Tender Overview
Project Description
Shirbhavi And 81 Villages Regional Rural Water Supply Scheme Under Pipe Line Crossing Works Near At Miraj Railway Gate And New Work Of Pipeline Mla Office Towards Vasud Road At Sangola By Pastal.- Sangola, Dist.-Solapur.
BOQ
| Sl. No. | Item Description |
| 1 | Item No. 1 :- Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates,gas cutting to requried size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloadingfrom railway wagon, loading into truck, transport to stores, unloading, stacking excluding GST levied byin all respect, etc, complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible). Dia of pipe : 457.10 mm (O.D.) Thickness of pipe 5.60mm Note:- Only 85% rate shall be payable till satisfactory hydraulic testing is given.after hydraulic testing remainig 15% payment made |
| 2 | Item No.2 :-Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to epartmental stores, unloading and stacking etc. complete as per IS-458/1988.900 mm dia. RCC collar joint. NP IV pipe |
| 3 | Item No.3 :-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 all statutory duties & taxessuch as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete. Plain ended specials or plain ended branch flanged specials of all diameters. |
| 4 | Item No 4 :-Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259) |
| 5 | Item No. 5:-Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M 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. (Bd- A-2/259) |
| 6 | Item No 06 :- Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto 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. (Bd-A-3/259) |
| 7 | Item No 07 :- Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road includingremoving the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bedfor foundation and excluding backfilling, etc. complete. (Bd-A-4/259) |
| 8 | Item no 08:- Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction etc. complete(Bd -A-10/263) |
| 9 | Item No. 9:-Proidingand 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. |
| 10 | Item No. 10:-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 tack welding the same. The rate to include loading, unloading, hoisting, etc. complete as specified Above 250 mm. Upto 500 mm. dia. (5 mm to 8 mm thick)Note:- Only 85% rate shall be payable till satisfactory hydraulic testing is given.after hydraulic testing remainig 15% payment made |
| 11 | Item No. 11:-Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS- 783-1985.900 mm dia. RCC collar joint. NP IV pipe |
| 12 | Item No. 12:-Welding in all positions with required number of runs for M.S. pipes internally and / or externally including gauging wherever necessary fixing apputenances and other accessories in connection with pipe laying work as per specification. For6mm |
| 13 | Item No. 13:-Gas cutting (either square cut or V cut) pipes, plates, etc. of thickness.457.10mm MS line |
| 14 | Item No. 14:-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, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold,permitted.) (Excluding M.S. or Tor reinforcement)In RCC M-150 |
| 15 | Item No. 15:-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, compl. job as per the directions of the Engineer-incharge .i) 9 mm thick for pipes upto 700 mm dia. |
| 16 | Item No. 16:-Hydraulic testing ofM.S. pipeline to specified pressure including cost of all materials and Jabour and water for testing for the length upto I km., using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, Jabour. operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, ifnecessary.457.10mm MS line |
| 17 | Item No. 17:-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. |
| 18 | Item No. 18:-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) |
| 19 | Item No. 19:-Pushing of M.S. pipes of following dia for road crossing and railway crossing by push through method in all types of trata by using hydraulic jack and drilling machine of required diameter of below M.S. casing pipes, lowering, laying . jointing of material, required welding machinery, tripod, shain -pulleyblock crain, blower, compressor, loading and unloading of machinery into the trench, etc. transportation and dewatering, etc complete, as directed by engineer-in-charge but excluding thecost of M.S. pipes. b) 500 mm to 1000 mm dia MS pipe |
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