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| 1 | Providing structural steel work in trusses , other similar trussed purlins and members with all bracing , gusset plates etc. as per detailed designs and drawings or as directed including cutting , fabricating , hoisting, erecting fixing in position, Making riveted/bolted/ welded connection and one coat of anticorrosive paint and over it 2 coats of oil painting approved quality and shade etc. complete. |
| 2 | Providing and fabricating structural steel work in rolled sections, fixed with connecting plates or angle cleats in mainand cross beams, hip and jack rafters, purlins connecting to truss members and the like, as per detailed esigns and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/ bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete. |
| 3 | Providing structural steel work in single stanchions composed of R.S.J. Channel etc. with caps, bases, mild steel plated, angle brackets, cleats, gusset plates, anchor bolts etc. as per detailed designs and drawings or as directed including cutting, fabrication, hoisting, erecting fixing in position, making riveted/bolted/welded connection and one coat of anticorrosive paint and over it two coats of oil painting approved quality and shade etc. complete |
| 4 | Providing and fixing in position after hoisting, precast 1:2 cement mortar reinforced jali 80 mm thick with 3 mm diameter mild steel bar reinforcement, of approved design on both sides, fixing in cement mortar1:3 and curing etc. complete. |
| 5 | Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc.complete. |
| 6 | 500 mm dia PN 1.6 without bypass arrangement |
| 7 | Providing and fixing corrugated galvanised iron sheets of 0.63 mm thick (24 B.W.G.) for roofing without wind tiles including fastening with galvanised iron screw and bolts, lead and bitumen washers as per drawing etc. complete.(Weight of 5.5 kg/sq.m.). |
| 8 | 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 back filling etc complete |
| 9 | Excavation for foundation/ pipe trenches in soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material upto a distance of 50 M beyond the area and lifts as below , stacking as directed by Engineer-in-charge , normal dewatering , preparing the bed for foundation and excluding backfilling , etc. complete. |
| 10 | Excavation for foundation/pipe trenches inhardmurum, 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 back filling etc complete |
| 11 | Dewatering the excavated trenched 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. |
| 12 | Making cross connection to existing distribution main of any teype including excavation, breaking and removidng existing pipes, lowering, laying of specials and pipes in their position, refiling, closing the water supply in that area, dewatering and restarting the water supply, etc. compete 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.) |
| 13 | 500 mm dia |
| 14 | Providing first class Burnt Brick masonry with conventional/I.S. type bricks in cement mortar 1:4 including scaffolding, racking out joints pointing in C.M. 1:3 and watering in pillars of rectangular or square shape as shown on the drawing or as directed etc.complete. |
| 15 | Providing supplying MS Specials with three coats of epoxy paint (Shalimar, Ciba) including all taxes, octri, inspection, transportation to site etc. comp |
| 16 | Providing supplying CI Mechanical compresson collar coupling with rubber gasket of SBR Nut bolt with hydrualic testing including all taxes, octri, inspection, transportation to site etc. comp |
| 17 | 500 mm dia |
| 18 | Manufacturing providing and supplying spirally welded/ERW /SAW/ fabricated M.S. Pipes (commercial quality) including procurements of plates, gas cutting to required size, rolling, tack welding, assembling in suitable lenghts to form pipes , welding on automatic welding machine and forming V edge on both ends of pipes including all taxes ( central and local) , railway freight, insurance,unloading from railway wagon ,loading into truck,transport to stores / site , unloading, stacking, etc. completeas per IS- 3589 And IS-5504 as applicable as per specification ( nonegative tolerance in thickness is permissible) |
| 19 | A) 500 mm Dia ID & 10 mm Thick for modification |
| 20 | Gas cutting either square cut or V cut pipes, plates, etc comp.Above 5 mm up to 10 mm |
| 21 | Welding in all position with required number of runs, for MS pipes internally and / or externally including gaugingwherever necessary --- etc comp. butt joint, thikness 10 mm |
| 22 | Cutting & champhering of pipes of following diameters including cost of all materials and labour involved |
| 23 | 500 mm Dia |
| 24 | Lowering Laying in position to correct line and level , M S pipes with/ without any outcoating on pedestals or chairs upon prepared formation. The rate to include loading, unloading, hoisting, marginal cutting whenever required, assembling, tack welding and transportion within 500 m etc comp as specified. |
| 25 | 500 mm dia 10 mm thick |
| 26 | Lowering ,laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing,etc. complete |
| 27 | 500 mm dia sluice valve |
| 28 | Designing(aesthetically) and constructing RCC ground service / RCC sumps in M- 300 mix of required capacity including execavation in all types of strata, foundation concrete, container walls, bottom slab top RCC slab/ or dome 20mm thick cement plaster with water proofing compound in CM 1:3 Propotion to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M , all material and labour charges, for laying and jointingof pipe assembly for inlet ,outlet washout, over flow and bypass arrangement consisting of C.I M.S. D/F Pipes , specials and valves of given diameters , providing and fixing accessories such as stainless steel ladder inside tank and M.S ladder outside ,C.I. manhole frame and cover , water top slab , B.B . masonary chamber for all valves, ventilating shafts, including giving satisfactory hydrulic test and water tightness test as per IS code and providing three coats of acrylic emulsion with silicom additives paint to allexposed surface of structure including roof surface etc. completeas per design data, criteria, anti-termite shall be given for underground portion of the sturcture.Including construction of pump house of appropriate size as per standards. |
| 29 | The design shall be in accordance with various relevant I.S specification(I.S 456/2000, I.S. 3370-1965 or revised ) |
| 30 | Only M.S. Bars grade I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S 1139 Shall be used . Grade -II M.S. bars shall not be used |
| 31 | Entire structure shall be in M-300 only |
| 32 | The scope of pipe assembly work shall be upto 5 metre beyond outside face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. |
| 33 | The G.S.R/ sump above 15 lakhs litres capacity shall be in two compartment |
| 34 | The job includes designing the structure for uplift pressure and dewatering if reuired during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer-in-charge. If uplifts considered in design ,then this rates shall be incresed by 7.5% |
| 35 | G.S.R. outlet shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. Sump well includes cost of suction pit required at bottom . |
| 36 | For pipe diameters upto 300mm only CI pipes and CI specials shall be used.for pipe diameters above 300mm, M.S. pipes and specials minimum 10mm thick shall be used with proper anticorrosive epoxy treatment from inside and outside |
| 37 | Above rates are applicable for seismic zones 2,3 and 4 |
| 38 | A) Sump Capacity 2 lakh ltr |
