| 1 | 1 | CONSTRUCTION OF 6.00 MTR. DIA RCC INTAKE WELL WITH LAYING OF GALLERY PIPE LINE | BI01010001010000000000000515BI0100001113 | | |
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| 2 | 1.1 | Rigid & smooth steel, centering & shuttering at all high for the work such as well curb & well staining using required numbers of verticals and horizontal supports of scaffolding with joists , NG rails , and channels and steel shutering plates including welding, bolting , cost conveyence , royality and all other taxes of all materials and cost of scaffolding gangway etc. including cost and conveyence of dismentalling and disposing debris, clear of work site complete to receive reinforcement grills and concrete as per the requirement as directed by engineer in charge. | | 419.71 | sqm |
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| 3 | 1.2 | Supplying all materials, labour, T&P for providing M20 for RCC works using 20 mm & down graded HBG crusher broken chips and washed and screened sand with cost, conveyance, royalty of materials and including watering curing etc., complete and as per direction of Engineer-in-charge. | | 91.24 | cum |
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| 4 | 1.3 | Supplying all materials, labour and T&P for cutting, bending, binding and straightening the rods (reinforcement) for RCC work and tying the grills and placing in position including cost of binding wire 18 to 20 gauge and cost, conveyance and taxes of HYSD steel (rod) of SAIL / TISCO brand of Fe-415 specifications etc. all complete as per direction of Engineer-in-charge. | | 57.74 | qntl |
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| 5 | 1.4 | Supplying all labour T&P, etc for sinking of well in all kinds of soil other than rock to lines levels and plumb by scooping out from in side & below the staining including cist of necessary tools & plants. Supply and working of pumps and bailing out of water or dredging removal of all materials and obstacles from inside the well by divers hire and labour for contiledge jetting if necessary and sinking to a depth of 10m taking pre precaution against shifting and tilting disposal of soil with all leads & lifts etc. complete and as per direction of Engineer-in-charge. | | | |
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| 6 | 1.5 | 6.0 m OD circular well up to 10.00 mtr depth | | 9 | Mtr. |
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| 7 | 1.6 | Providing and laying cutting edge of mild steel weighing 40 Kg. per mtr well foundation complete as per drawing and technical specification. | | 18.84 | Mtr. |
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| 8 | 1.7 | Supplying all labourT&P, for boring of 50mm dia trial bore through hand boring by sludging mathod in all kind of soil upto required depth including cleaning the site with supply of all necessary bearing pipes ,cutter plug, sucket and need full materials and staging etc. all complete and withdrawing the bearing pipes etc, and depositing the soil samples in poly packs etc all complete and as per direction of Engineer-in-charge. | | 200 | Mtr. |
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| 9 | 1.8 | Dewatering during execution of work by supply and use of 5H.P Deisel engine continousely worked as per necessary as per direction of the engineer in charges(to be paid as per actual) | | 190 | hour |
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| 10 | 1.9 | Supplying all materials, labour, T&P for providing water proofing cement paint of approved shade on new work 2 coats to give an even shade including cost of all materials, taxes, royalties etc., all complete as per direction of E.I.C. | | 56.57 | sqm |
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| 11 | 2 | Construction of cover slab and steps | | | |
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| 12 | 2.1 | Supplying all labour and T&P for earth work in all kinds of soil within 50 M initial lead and 1.5 M initial lift including rough dressing and leveling etc., in foundation and plinth as per direction of Engineer –in-charge. | | 0.32 | cum |
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| 13 | 2.2 | Supplying all materials, labour and T&P for filling foundation trenches with sand watering and ramming etc., all complete as per direction of Engineer-in-charge | | 0.08 | cum |
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| 14 | 2.3 | Supplying all materials, labour, T&P for providing cement concrete (1:4:8) in foundation & plinth with 4cm size crusher broken HBG metal with cost, conveyance, royalty of materials including watering, curing ramming etc., complete. | | 0.32 | Cum |
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| 15 | 2.4 | Supplying all labour and T&P for providing rigid and smooth centering and shuttering for RCC works and dismantling them after casting including cost of all materials T&P etc., complete as per direction of Engineer-in-charge | | | |
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| 16 | 2.5 | Roof slab, chajja | | 25.74 | Sqm |
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| 17 | 2.6 | Column & beam | | 20.58 | Sqm |
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| 18 | 2.7 | RCC Stairs | | 10.86 | Sqm |
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| 19 | 2.8 | Supplying all materials, labour, T&P for providing M20 for RCC works using 20 mm & down graded HBG crusher broken chips and washed and screened sand with cost, conveyance, royalty of materials and including watering curing etc., complete and as per direction of Engineer-in-charge. | | 7.46 | cum |
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| 20 | 2.9 | Supplying all materials, labour and T&P for cutting, bending, binding and straightening the rods (reinforcement) for RCC work and tying the grills and placing in position including cost of binding wire 18 to 20 gauge and cost, conveyance and taxes of HYSD steel (rod) of SAIL / TISCO brand of Fe-415 specifications etc. all complete as per direction of Engineer-in-charge. | | 6.71 | Qntl. |
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| 21 | 3 | Supplying of all materials,labour and T&P for fabricating and fixing of G.I hand rails made out of 32mm dia oG.I.pipes with necessary fittings etc all complete including fixing on the walk way with necessary welding at site. | | | |
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| 22 | 3.1 | 32mm G.I. Pipe approx. | | 50 | Mtr. |
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| 23 | 3.2 | Cutting of 32mm G.I. Pipes approx. | | 5 | Mtr. |
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| 24 | 3.3 | Welding of 32mm G.I. Pipes approx | | 5 | Mtr. |
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| 25 | 3.4 | Supplying all material , labour and T&P for fitting and fixing of following sizes of C.I. Puddule Collar duly embeding with concrete in the container of reservoir as per direction of Engineer-in-charge. | | | |
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| 26 | 3.5 | 200 mmx600 mm long C.I Puddle collar | | 2 | each |
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| 27 | 3.6 | LAYING OF GALLERY LINE | | | |
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| 28 | 3.7 | Earth work in all kinds of soil in excavation of gallery line with in 50m initial lead & 1.50m initial lift as per direction of Engineer-in charge. (For two Galary line ) | | | |
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| 29 | 3.8 | 1st Depth of 1.50 mtr | | 360 | cum |
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| 30 | 3.9 | 2nd Depth of 1.50 mtr | | 282 | cum |
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| 31 | 4 | 3rd Depth of 1.50 mtr | | 124.2 | cum |
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| 32 | 4.1 | Supplying all labour, T&P, laying of PVC ASTM pipes and specials in pipe line trenches of the out side following diameter for all classes including including conveyance to gallery line trenches. | | | |
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| 33 | 4.2 | 200mm PVC ASTM pipe & screen pipe | | 46 | Mtr. |
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| 34 | 4.3 | Dismentling and removing RCC columns,beams,slab or walls and removing of debris for making hole on wall of collection well to connect pipe line. | | 0.13 | cum |
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| 35 | 4.4 | Supplying all labour T&P materials providing cement concrete(1:2:4) with 12mm HBG chips including cost, conveyance & royalty of materials etc. all complete to seal the hole of wall of collection well after laying of gallery line | | 0.11 | cum |
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| 36 | 4.5 | Supplying of all labour,T&P and materials for providing of different sizes H.G. stone chips ( i.e. 10mm ,20mm ) & H.G. metal of 40mm size as per necessay around screened pipes asper specification and drawing including cost conveyance & royalty et.c complete all complete as per direction of Engg. -in - charge | | | |
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| 37 | 4.6 | 40 mm size H.G.stone chips ( C.B. ) | | 15.11 | cum |
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| 38 | 4.7 | 20 mm size H.G.stone chips ( C.B. ) | | 29.44 | cum |
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| 39 | 4.8 | 10 mm size H.G.stone chips ( C.B. ) | | 20.24 | cum |
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| 40 | 4.9 | Supplying all labour, T&P, filling in gallery line with excavated materials after laying of gallery line as directed by Engineer-in charge of the department. | | 575.76 | cum |
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| 41 | 5 | Dewatering during execution of work by supply and use of 5H.P Deisel engine continousely worked as per necessary as per direction of the engineer in charges(to be paid as per actual) | | 128 | hour |
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| 42 | 5.1 | Supplying all labour, T&P, material for shoring and shuttering in foundation treaches, pits etc. with close wooden planks or sheets shuttering for protection to errosion of soil in rever bed etc. complete. | | 499.05 | sqm |
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| 43 | 5.2 | Supplying all Material of polyvinyl chloride PVC pipes as per ASTM-D-1785 / 04 having threads in accordance with DIN-2999 (pt-I) DIN-4925 ( II ) specification, The length of pipe will be 3mtr. In case of the 200mm dia (8ND Sch.80) pipes.The pipes shall be supplied with one end male thread and other end female thread or both ends threaded with external thread and necessary joint coupler will be supplied free of cost in each pipe.The female & grooving internal thread is to be belled in order to accept the male thread while jointing the pipe & pipes with a grooving at the root of the male thread to accommodate flexible rubber 'O'ring to make the joint water tight.Colour of the pipe shall be blue,Best quality HDPE Thread Protector of blue colour shall be provided in each pipe to avoid transit damage. The name of the manufacturer alongwith Batch No.,Schedule of pipe, Nominal size of the pipe,Standard No & Year shall be stenciled legibly on each pipe length.( One pipe each 3.0mtr. length) | | | |
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| 44 | 5.3 | 200 mm dia PVC 80 Sch.ASTM Pipe (3.00 mtr.length) + Cost of filter cutting (Slot Size 0.05 to 1.00mm) | | 46 | Mtr. |
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| 45 | 5.4 | Documentation charges for photographs at different stage of work. | | 1 | Each |
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