University Of Pune-UOP has published Construction Of Pre Engineered Building Shed ( Peb ) For Sports Department Savitribai Phule Pune University. Supply And Erection Of Peb Shed 25 X15mtr With Clear Height Of 5Mtr Excavation In All Type Of Strata, Rubble Stone Solingproviding Brick M. Submission Date for this Tender is 10-09-2022. Excavation Work Tenders in Pune Maharashtra. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 m. beyond the building area & stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.)By Mechanical Means Spec. No.: Bd.A.1 Page No. 259 |
| 2 | Excavation for foundation in hard murum including removing the excavated material up to a distance of 50 m. beyond the building area & stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling ramming, watering including shoring and strutting etc. complete. ( Lift Upto 1.5 m.)a) By Mechanical Means Spec. No: - Bd.A.2 Page No. 259 |
| 3 | Excavation for foundation in Soft rock and old cement and lime masonry foundations including removing the excavated materials upto a distance of 50 metres beyond the building area and stacking as directed including dewatering preparing the bed for the foundation and necessary back filling with available earth murum, ramming, watering including shoring and strutting etc. complete (Lift upto 1.5m) By Mechanical Means Spec. No.: Bd.A.4 Page No. 259 |
| 4 | Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated materials upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum ramming, watering etc. complete. (Lift upto 1.5m).Spec. No.: Bd.A.5 Page No. 259 |
| 5 | filling in plinth & floors with contractors soil Sp. No. Bd A 11 Page No.263 |
| 6 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping,compacting, roughening them if special finish is to be provided,finishing if required and curing complete,with reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc.complete. With fine aggregate (Crushed sand VSI Grade finely washed etc)Bd. E. 1 Page No. 287 |
| 7 | Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including centering, formwork, cover blocks, laying/pumping,compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).with reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade finely washed etc) Spec. No.: Bd.F.6 Page No. 300 and B.7, Page No.38 |
| 8 | Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C.coping to plinth or parapet and sill of doors and windows moulded as per detailed drawings or chamfered as approved by the Engineer including centering, formwork, cover blocks, laying/pumping, compacting , curing , finishing and roughening them if special finish is to be provided and curing complete.(Excluding reinforcement and structural steel).with reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade finely washed etc) , Spec. No: - Bd. F.12 Page No.304 & B 7 Page 38 |
| 9 | Providing and laying Cast in situ/Ready Mix cement concrete M- 25 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork ,cover blocks, laying/pumping, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.With fine aggregate (Crushed sand VSI Grade finely washed etc)Bd.F.3 Page No. 298 and B.7, Page No.38 |
| 10 | Providing and laying Cast in situ/Ready Mix cement concrete M- 25 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawings or as directed including centering, formwork, cover blocks compacting and roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).with reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade finely washed etc) Bd.F.5 Page No. 300 and B- 7,Page No 38. |
| 11 | Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas,lintels pardis, 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 complete. |
| 12 | Providing dry/trap/granite/gneiss rubble stone soling 15 cm to 20 cm thick including hand packing & compacting complete. Spec. No: - Bd. A.12 Page No.264 |
| 13 | Providing second class Burnt Brick masonry with conventional/I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/in plinth external wallsincluding bailing out water, striking joints on unexposed faces, racking out joints on exposed faces and watering, Complete.Spec. No: - Bd. G.1 Page No.313 |
| 14 | Providing second class Burnt Brick masonary with conventional/ I.S. type bricks in cement mortor 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding complete. Spec. No: - Bd. G.5 Page No.315 |
| 15 | Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of 2 bars of 6 mm diameter / 2 hoop iron strips 25 mm X 1.6 mm at every third course, properly bent and bonded at ends scaffolding, racking out joints and watering Complete. Spec.No.:Bd.G.7PageNo.316 |
| 16 | Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 with neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing complete. Spec. No.: Bd. L.2 Page No. 368 |
| 17 | Providing sand faced plaster externally in cement mortar using approved screened sand in. all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 Kg. per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment of 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days, scaffolding etc. complete. Bd.L.7 Page No. 369 |
| 18 | Providing and applying two coats of synthetic enamel paint of approved colour to new /old structural steel work and wood work in buildings, including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) complete.Spec. No.: Bd.0.5 Page No. 405 |
| 19 | Providing and applying two coats of APEX exterior paint of approved manufacture and of approved colour to the plastered surface including cleaning and preparing the surfaces, applying priming coat,scaffolding if necessary,watering the surfaces for two days complete. Spec :- As directed by Engineer in charge. |
| 20 | Material Shifting by truck Spec. No: - As directed by Engineer in charge |
| 21 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
| 22 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. |
| 23 | Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed designs and drawing including fixing in position without connecting plates, braces etc. and one coat of anticorrosive paint and over it two coat of oil paintings of approved quality and shade complete. Spec. No: - Bd.-C 2 Page No. 275 |
| 24 | Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of bays as specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tie runners, foundation bolts, base plates, nuts and bolts, welding wherever required etc. as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc.complete. Spec. No. : As directed by Engineer-in-charge. AndB-18 Page No. 78 |
| 25 | Filling in plinth and floors with approved excavated material in 15cm. to 20cm. layers including watering and compacting etc. complete. Bd.A.10 Page No. 262 |
| 26 | Providing and laying in situ cement concrete M -30 with tremix treatment for 200 mm thickness for Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20 mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate etc. complete |
| 27 | Supply & Erection of Pre Engineered steel building (PEB) of size 25 mtr X 15 mtr X 5 mtrclear height at kneewith SS make 304 grade turbo vantiletors of size 600mm dia and sky light of 1mtr X 3 mtr in polycorbonate/ transperent fibre sheetin alternate bay with box shaped,colour coated,0.5 mm thk galvalume steel gutter of 4inch width and down spout of rectagular shaped,machine pressed and riveted of .5 mm galvanised steel have 45 degree elbow at bottom at every column location.Diagonal rod bracing for roof and side walls considered with primary and secondary members as per specification and drawing withred oxide primer one coat and two coats of synthetic enemel paints. for connections Anchor bolts, High strength bolts for primary connections, machine bolts for secondary connections, self drilling self tapping screws for sheeting, fasteners,sealer,closures,ridge caps,flashing and trim,with one openable mechanical rolling shutter with gear box of size 5m x4 m.height with perforated sheet and MS sheet design as required.Roof with slope 1:10 covered 0.5 mm thk.pre coated sheets.and on4 side of walls below the roof to above 1.2 m height from finishedfloor level covered with 0.5 mm thk precoated sheets as per technical specification, designing drawing and standered conditons .1)rigid frame Main Column web depth 300mm-450 mm x 5mm thk. x flange175mm x 6mm thk made of build up MS plate 2) Rafter Tappered plates of varying depth 300mm - 450 mm x 5mm thk platex flange150mm x 6mm thk made up of MS plate 3) Purlins Z section of 200mm x 1.5 - 1.8mm thk cold form section 4) Girts Z section 200mm x 1.5mm -1.8mm thk cold form section 5) Gable end column 250mm x 5mm thk x flange 150 mm x 6mm thk. (make- jindal,essar, tata).please see all drawings.Note-The section given in item is minimun. However the bidder shall design for the PEB shed as shown in drawing. The design shall confirm to respective IS Codes. The bidder has provide Stability Certificate duly signed by Registered structural Engineer. If bidder failing to submit stability certificate the bill for structural steel work will not paid by university.Rate includes testing of sheets, structural members. |
| 28 | Providing and fixing chicken mesh jali (24 gauge) at the junction of 2 different surfaces of different material component at the time of plastering to prevent cracking in plaster surface as and where directed at all floors with all leads and lifts etc. complete. Spec. No.: As directed by Engineer in charge. |
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