Civil Work Of 1000 Mt Cold Storage And Construction Of Processing Shed 746.72 Sq. Mtr

Amount

Civil Work Of 1000 Mt Cold Storage

Excavation for foundation in earth, soil of all types, sand, graval and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area & stacking and spreding as directed, dewatering, preparing the bed for the foundation and necessary back filling, remming, watering including shoring and strutting etc. complete. ( LIFT UP TO1.5 M.) DSR P.No. 153/21.02 Spec. No. Bd A1 P.No. 259

Excavation for foundation in hard murum including removing the excavated materials upto distance of 50 metres beyond the building area and 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 1.50 m)By Manual Means DSR P.No.157/21.06 Spec. No.: Bd.A.2 Page No. 259

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 fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand DSR P.No. 175/24.01 Spec. No. Bd E.1 P.No. 287

Providing and laying in situ/Ready Mix cement concrete M-20 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, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand DSR P.No. 178 /25.11 Spec. No. Bd F3 P.No. 298

Providing and laying Cast in situ/Ready Mix cement concrete M- 20 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand DSR P.No. 179/25.31 Spec. No. Bd F5 P.No. 300

Providing and laying Cast in situ/Ready Mix cement concrete M- 20 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 fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand DSR P.No. 181/25.50 Spec. No. Bd F6 P.No. 300

Providing and fixing in position TMT-FE-500 bar reinforcement of various diameters for R.C.C. pils caps, footings, foundations, slabs, beams, columns, canopies, staircase, neweis, chajjas , lintels, pardis, copings, fins, arches etc. as per detailed desings, drawings and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. b) Tor Steel DSR P.No. 188/26.33 Spec. No. Bd F17 P.No 306

Providing Ilnd class Burnt Brick masonary with conventional type bricks in CM 1:6 in Foundation and Plinth of inner walls in plinth , external walls in plinth , external walls including striking joints, racking out joints on expsoed faces and watering comp. DSR P.No.197/27.01 Spec. No. Bd G1 P.No. 313

Providing and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete. DSR P.No.216 / 33.30 Spec.No. :As directed by Engineer in charge.

Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. DSR P.No.117/21.38 Spec. No.: Bd.A.1 Page No. 259

Filling in plinth and floors with approved excavated materials in 15 cm to 20 cm layers including watering and compaction complete. DSR P.No. 157/21.36 Spec. No.: Bd.A.10 Page No. 262

Filling in the Plinth and Floors with Contractors soil sand or murum in 15cm to 20cm layers including watering and compaction complete. DSR P.No. 157/21.37 Spec. No. Bd A 11 P.No. 263

Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete. DSR P.No.173/23.01 Spec. NoBd.C.2 Page No. 275

Providing and fixing colour coated Zincalume ( R ) AZ150 ( min 150 gms/sq.mt. total on each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium 43.4% zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyester paint coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center- to-center. The end rib shall be designed for anti-capillary groove. and return leg. The feed material should have coil manufacturers product details marked a regular interval. Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/Square Metre) DSR P.No.236/38.34 Spec.No. : Bd.Bd.R.5, Page No. 453

Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (With mechanical gear) DSR P.No. 249/39.25 Spec. No. Bd T-55 P.No. 510

Providing internal cement plaster 20mm thick in two coat in CM 1:5 without neeru finish, to concrete, or brick srfaces in all positions including scafolding and curing etc. complete. DSR P.No. 1 209/32.06 Spec. No. Bd L 4 P.No. 368

M-20 Concrete Mix Design DSR P.NO-580/20

Test of water absorption (set of 5 bricks), compressive strength (set of 5 bricks), Effloresence(set of 5 bricks) of Brick etc. DSR P.NO-426/13

Test of compressive srength of c.c. cube (set of 3 cubes) etc. DSR P.NO-426/19

Test of 8mm to 16mm steel ( set of 3 bars) etc. DSR P.NO-428/77

Hard Murum -Sieve Analysis ( One Test for 200 Cum ) DSR P.NO-581/29

Royalty Charges for Sand

Royalty Charges for Filling in Plinth

Civil Work Of Construction Of Processing Shed 746.72 Sq. Mtr

Excavation for foundation in earth, soil of all types, sand, graval and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area & stacking and spreding as directed, dewatering, preparing the bed for the foundation and necessary back filling, remming, watering including shoring and strutting etc. complete. ( LIFT UP TO1.5 M.) DSR P.No. 153/21.02 Spec. No. Bd A1 P.No. 259

Excavation for foundation in hard murum including removing the excavated materials upto distance of 50 metres beyond the building area and 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 1.50 m)By Manual Means DSR P.No.157/21.06 Spec. No.: Bd.A.2 Page No. 259

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 fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand DSR P.No. 175/24.01 Spec. No. Bd E.1 P.No. 287

Providing and laying in situ/Ready Mix cement concrete M-20 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, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand DSR P.No. 178 /25.11 Spec. No. Bd F3 P.No. 298

Providing and laying Cast in situ/Ready Mix cement concrete M- 20 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand DSR P.No. 179/25.31 Spec. No. Bd F5 P.No. 300

Providing and laying Cast in situ/Ready Mix cement concrete M- 20 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 fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand DSR P.No. 181/25.50 Spec. No. Bd F6 P.No. 300

Providing and laying in situ cement concrete M30 with tremix treatment for 200 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete. DSR P.No.216 / 33.31 Spec.No. :As directed by Engineer in charge.

Providing and fixing in position TMT-FE-500 bar reinforcement of various diameters for R.C.C. pils caps, footings, foundations, slabs, beams, columns, canopies, staircase, neweis, chajjas , lintels, pardis, copings, fins, arches etc. as per detailed desings, drawings and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. b) Tor Steel DSR P.No. 188/26.33 Spec. No. Bd F17 P.No 306

Providing uncoursed rubble masonry of trap/ granite/ quartzite/ gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls/ in plinth of external walls including bailing out water manually, striking joints on un exposed faces and watering etc.complete. DSR P.No.190/28.01 Spec. No. Bd G1 P.No. 329

Providing Ilnd class Burnt Brick masonary with conventional type bricks in CM 1:6 in Foundation and Plinth of inner walls in plinth , external walls in plinth , external walls including striking joints, racking out joints on expsoed faces and watering comp. DSR P.No.189/27.01 Spec. No. Bd G1 P.No. 313

Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, racking out joints, watering and scaffolding Complete. DSR P.No.189/27.05 Spec. No. Bd G1 P.No. 313

Filling in plinth and floors with approved excavated materials in 15 cm to 20 cm layers including watering and compaction complete. DSR P.No. 157/21.36 Spec. No.: Bd.A.10 Page No. 262

Filling in the Plinth and Floors with Contractors soil sand or murum in 15cm to 20cm layers including watering and compaction complete. DSR P.No. 157/21.37 Spec. No. Bd A 11 P.No. 263

Providing internal cement plaster 20mm thick in two coat in CM 1:5 without neeru finish, to concrete, or brick srfaces in all positions including scafolding and curing etc. complete. DSR P.No. 201/32.06 Spec. No. Bd L 4 P.No. 368

Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15mm thick in cement mortar 1:4 using water proofing compound at 1kg per cement bag curing the same for not less than 2day sand keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. DSR P.No.201 / 32.11 Spec.No. Bd L 7 P.No. 369

Providing and applying plastic emulsion paint of approved quality, colour and shade to old and new surfaces in two coats including scaffolding, preparing the surface. (excluding the primer coat) etc.complete. DSR P.No.218 / 36.12 Spec. Bd.P 6. P.No. 414

Providing and applying two coats of water proof cement paint of approved maunfucture and of approved colour to the plastered sufaces including scaffolding if necessary, cleaning and preparing the surface , watering for two days complete. DSR P.No. 224/35.13 Spec. Bd. 0.8. P.No. 406

Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete. DSR P.No.173/23.01 Spec. NoBd.C.2 Page No. 275

Providing and fixing colour coated Zincalume ( R ) AZ150 ( min 150 gms/sq.mt. total on each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium 43.4% zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyester paint coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center- to-center. The end rib shall be designed for anti-capillary groove. and return leg. The feed material should have coil manufacturers product details marked a regular interval. Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/Square Metre) DSR P.No.236/38.34 Spec.No. : Bd.Bd.R.5, Page No. 453

Providing and fixing in position. (as per I.S.1868/ 1982 ) Aluminium sliding window of two tracks with rectangular pipe having over all dimension 63.50x38.10x1.02mm at weight 0.547kg/Rmt. and window frame bottom track section 61.85x31.75x1.20mm at weight 0.695kg/Rmt. Top and side track section 61.85x31.75x1.30mm at weight 0.659kg/Rmt. The shutter should be of bearing bottom 40x18x1.25mm at weight 0.417kg/Rmt. Interlocking section 40x18x1.10mm at weight 0.469kg/Rmt. And handle section 40x18x1.25mm at weight 0.417kg/Rmt. and top section 40x18x1.25mm at weight 0.417kg/Rmt. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertica lsection of shutter including 5mm thick plain glass with all required screws and nutsetc,complete.With colour Anodising with box. D S R P.No.183/39.37 Spec.No. : As directed by Engineer in charge.

Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (With mechanical gear) DSR P.No. 249/39.25 Spec. No. Bd T-55 P.No. 510

Hard Murum -Sieve Analysis ( One Test for 200 Cum ) DSR P.NO-581/29

M-20 Concrete Mix Design DSR P.NO-580/20

Test of compressive srength of c.c. cube (set of 3 cubes) etc. DSR P.NO-426/19

Test of 8mm to 16mm steel ( set of 3 bars) etc. DSR P.NO-428/77

Royalty Charges for Sand

Royalty Charges for Filling in Plinth

ESHS COMPLIANCE

Management Strategies and Implementation Plan (MSIP) to manage Environmental, Social , Health and Safety (ESHS) Risk and ESHS Code of Conduct

Anil Shamrao Patil