Tender For Constructions Of Warehouse 1000Mt-2 Removing grass, gazer grass and disposing off out of building premises including making clean the ground by shovel and phavaras etc. complete. 3 Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m 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, dewatering etc. complete. (Lift upto 1.5 m.) by Mechanical Means. 4 Excavation for foundation in hard murum including removing the excavated material 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, dewatering etc. complete. (Lift upto 1.50 m)by Mechanical Means.. 5 Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 mand spreading for embankment or stacking as directed. 6 Providing and fixing 25 mm diameter steel anchor dowel in hard rock including drilling hole of 32 mm diameter up to 0.75 metre depth, placing the dowel in position and effectively grouting the hole with C.M. 1:1 proportion etc. complete. 7 Construction of dry lean cement concrete Sub- base over aprepared sub-gradewith coarse andfine aggregate (Natural Sand/ VSI grade finely washed Crushed Sand)conforming to IS: 383, the size of coarse aggregate not exceeding 25milimetre, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor/ by suitable means as approved byEngineer-in-charge, compacting withvibratory roller, finishing and curing including preparation of sub-grade surface if required etc. complete. 8 Supplying, Fabricating and eracting of cold Formed Light Gauge Structural Steel Member conforming to IS:801/IS:811 hot-Dip galvanise to IS: 4759-96 including Cutting, Welding and bolting, Splice plates and packing plates, transporating, Straightening, cleaning, fabrication and erecting in position. 9 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, withwith Ordinary Concretemixer, etc. complete. With fine aggregate (Crushed sand V.S.I. Grade). 10 Providing uncoursed rubble masonary oftrap stones in cement mortar 1:6 in foundations and plinth of inner walls/in plinth of external walls including bailing out water manually, striking joints on exposed faces and watering complete. 11 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 walls including bailing out water manually, striking joints on unexposed faces, raking out joints on exposed faces and watering complete. 12 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. 13 Providing and laying in situ/ Ready Mixcement concrete M-20of trap/ granite/quartzite/ gneissmetal for R.C.C. workin foundations like raft, strip foundations, grillage andfootings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, laying/ pumpingcover blocks, compaction and curing roughening the surface if special finish is to be provided, (Excluding reinforcement and structural steel) etc. complete, with Ordinary Concretemixer etc. complete, with fine aggregate (Crushed sand V.S.I. Grade). 14 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 Ordinary Concretemixer etc. complete with fine aggregate (Crushed sand V.S.I. Grade). 15 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 Ordinary Concrete Mixer etc. complete with fine aggregate (Crushed sand V.S.I. Grade). 16 Providing and laying Cast in situ/ Ready Mix cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. Chajja as per detailed design and drawings including centering, formwork, cover blocks compacting , curing , finishing and roughening the surface if special finish is to be provided and curing complete (Excluding reinforcement and structural steel), with Ordinary Concretemixer etc. complete, with fine aggregate (Crushed sand V.S.I. Grade). 17 Providing and laying Cast in situ/ Ready Mix cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. Slabs and Landingsas per detailed designs and drawings including centering, formwork, cover blocks, laying/ pumping, compactionfinishing 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 Ordinary Concretemixer etc. complete, with fine aggregate (Crushed sand V.S.I. Grade). 18 Providing second class Burnt Brick masonry with conventional / I. S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding complete. 19 Providing and laying Cast in situ/ Ready Mix cement concrete in M-15 of trap/ granite/ quartzite/ gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, plywood/ steel formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADAenabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand V.S.I. Grade). 20 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 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. 21 Supplying,fabricating,erecting and fixing in position of steel structures at all elevations using fusion welding quality steel E-350(Fe490) conforming to IS:2062 2006. Rate shall include cost of cutting, welding, splice plates and packing plates, transporting, straightening, cleaning, fabricating and erecting in position welded/bolted Structural steel work in columns,beams,trusses,purlins,platforms,ladders,monorails,staircases,supports,strengthening of steel members etc. at site to line and level,supply of approved bolts/nuts/washersetc. complete as per drawings including painting as per G4/G5/G6 before erection and all materials and labour charges etc.,complete and including Sand blasting & painted with1coats of enamel paint (BergerEPILUXSG–HHI664002) of 35-50 micron each coat with air less spray gun over acoat of zincchrom at eprimer-35-50 micron etc.,complete as shown in drawings,as per specifications and as directed by the Engineer-in-Charge/Construction Manager.(The rate quoted shall include cost of bolts,nuts,washers,welding and electrodes required for the complete work). (Mecanical SSR 2022-23) 22 Providing internal cement plaster 20 mm. thick in two coats in cement mortar 1:5 with neeru finish, to concrete, brick surface, in all positions including scaffolding & curing complete. 23 Providing and applying white-wash in two coats on old/new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing & brooming down complete. 24 Providing and applying two coats of exterior acraylic emulsion paint conforming to corresponding I.S.of approved manufacture and of approved colour to the plastered surfaces including cleaning, preparing the plaster surface, applying primer coat, scaffolding if necessary and watering the surface for two days etc. complete. 25 Providing sills of polished Kotah stone 25 mm. to 30 mm. thick, on a bed of 1:4 cement mortar including cement float, filling joints with slurry, curing polishing and cleaning complete. 26 Providing and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete. 27 Providing and fixing in position Powder Coated Aluminium openable window of any size as per detailed drawing and as directed by Engineerincharge with all necessary alluminium sections including necessary fixtures and fastening with 5 mm thick clear float glass etc. complete. 28 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. 6248-1979) (With mechanical gear) 29 Filling in plinth and floors with approved excavated materials in 15 cm to 20 cm layers including watering & compaction complete. 30 Filling in plinth and floors with contractors soil. Sand or murum materials in 15 cm. to 20 cm. layers etc.complete. 31 Providing and laying in situ cement concrete M30 with tremix treatment for 200 millimeter thickness for flooring with groove cutting of 4 millimeter wide and 20 millimeter deep with necessary refilling with bitumen etc. complete. 32 Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete, with(VSI sand finely washed etc.) 33 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. 34 Providing and fixing 90 cm. x 60 cm. Marble Plate engraving 10 cm. height letter, figures including painting the letters/ figures with approved colour and shade complete. 35 Conveying materials obtained from road cutting including all lifts, laying in layers of 20 cm. to 30 cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than97% of standard proctor density for a lead of over 50 m to 300 m. inclusive from the site of excavation to the site of deposition as directed. 36 Supply & Fixing of 0.5mm thk PPGL roof accessories as per drawing or as directed by engineer in charge. (Mecanical SSR 2022-23) 37 Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 1.0 percent ofclorophyrifosper square metre of surface area covering ten years guarantee on bond paper. 38 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 kg/sqm) 39 Providing and fixing of colour coated Zincaluminium( 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 withAluminium-Zinc alloy (55% aluminiumm 43.4% zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyster paint coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 mm, comprising of nominal 25mmexterior 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 sublet square fluting in the five pan at nominal 180-250 mmcenter-to-center. The end rib shall be designed for anti-capacity 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 kg/sqm)600 mm girth (Surface Width). 40 Supplying, fabricating and erecting in position PPGI Eaves Gutter of required size with stopends, all fixing accessories, dropends, etc.,at all elevations levels & heights including aligning, leveling, providing and fixing bolts,nuts,washers etc.,conforming to latest specification including straightening, cutting, welding, bending to shape, bolting etc.,complete and as directed as per engineer incharge (MecanicalSSR2022-23) 41 Providing and fixing of the rain water downtake pipes of PPGI, the sectional area of rain water downtake pipes provided shall be generally attherate of 1square cm per 70 to 80 square decimetre of roof area drained. No spout shall bel ess than 80mm indiameter .The spacing of spouts shall be arranged to suit the position of openings in the wall including necessary accessories for fixing the pipe and including all materials and labour charges etc., complete as shown in drawings, as per specifications and as directed by the Engineer-in-Charge(Mecanical SSR 2022-23) 42 Supply & Fixing of turbo ventilator with 610mm throat, having basering & top plate in stainless steel of 0.8mm thick, rotated using twin bearings of SKF-600122&600322 permanently lubricated & sealed.Fixed in FRP base plate of 2 mm thk clear 1.020mtr wide & 1.7mtr long. (Mecanical SSR 2022-23) 43 Supply & Fixing of 2mm thk polycarbonate sheets as per drawing & as directed by engineer in-charge. (Mecanical SSR 2022-23) 44 Royalty ChargesUncourseRubble Masonary CM 1:6 (16.09Cumx1.19 M.F) 45 Royalty ChargesFilling in plinth with Contractor Brought Material (443.98Cumx1.2 M.F) 46 Material Lab Test ChargesDry Lean Cement Concrete- Compressive Strength 47 Non SCADA M-10for Foundationwith Crushed Sand V.S.I. Grade- - Compressive Strength 48 Second class B.B. masonry in C.M.1:6 in foundations- Water Absorption, Compressive Stregth, Efflorescence 49 Morter - Compressive strength 50 Fine Agreegate- Finess Modulus, Silt and Clay Content Test 51 TMT FE-500 bar reinforcement for R.C.C. Steel Bar Testing Up to 16MM 52 Tensile Strength, Elongation, Yeild Stress, Wt per Meter, Proof Strees above 16MM 53 Non SCADA M-20 for R.C.C. Footings with Crushed Sand V.S.I. Grad - Compressive Strength 54 Concrete MiX Design Test 55 Fine Agreegate- Finess Modulus, Silt and Clay Content Test 56 Non SCADAM-20 for R.C.C. Columnswith Natural Sand - Compressive Strength 57 Non SCADA M-20 for R.C.C. beams and lintels with natural/ V.S.I. sand- Compressive Strength 58 Non SCADA M-20for R.C.C. Chajjawith Crushed Sand V.S.I. Grade- Compressive Strength 59 Non SCADA M-20 for R.C.C. slabwith Crushed Sand V.S.I. Grade- Compressive Strength 60 M-25 for R.C.C. slabwith Crushed Sand V.S.I. Grade- Compressive Strength 61 Second class B.B. masonry in C.M.1:6 in Superstructure - Water Absorption, Compressive Stregth, Efflorescence 62 Morter - Compressive strength 63 Fine Agreegate- Finess Modulus, Silt and Clay Content Test 64 Supplying,fabricating,erecting and fixing in position of steel structures at all elevations using fusion welding quality steel E-350(Fe490) Band Reband Test for Plate 65 Tensile Strength, Elongation, Yeild Stress, Wt per Meter, Proof Strees Base Plate and Plate use for Member 66 Filling in plinth and floors with contractors soil. Sand or murum materials in 15 cm. to 20 cm. layers etc.complete. Compcation Test 67 Liquid Limit and Plastic limit 68 C.B.R Test ( Filed Density Test) 69 M-30 Tremix Treatment200 mm thick.- Compressive Strength
