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| 1 | 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 etc. complete. (Lift upto 0.00 to 1.50 m.) By Manual Means--Specification No--Bd.A.1/Page No.259 -SSR 2022-23 I No. 21.02 i) Parent Shed = 48.38 Cum. ii) Hatchery Building & Over Head Water Tank = 47.52 Cum. iii) Mother unot Brooter Shed = 25.92 Cum. iv) Feed Mill & Cold Room = 41.47 Cum. v) Compost Pit = 4.51 Cum. |
| 2 | Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a 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 from 1.5m to 3.0m) By Manual Means-Specification No-Bd.A.1/Page No.259 -SSR 2022-23 I No.21.03 i) Parent Shed = 12.10 Cum. ii) Hatchery Building & Over Head Water Tank = 9.50 Cum. iii) Mother unot Brooter Shed = 5.18 Cum. iv) Feed Mill & Cold Room = 10.37 Cum. |
| 3 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.-Specification No-As directed by Engineer in charge. -SSR 2022-23 I No.21.40 i) Parent Shed = 6.048 Cum. ii) Hatchery Building & Over Head Water Tank = 4.752 Cum. iii) Mother unot Brooter Shed = 2.592 Cum. iv) Feed Mill & Cold Room = 5.184 Cum. v) Compost Pit = 1.503 Cum. |
| 4 | 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, Steel centering, 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 fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) .--Specification No--Bd. E. 1/Page No. 287 -SSR 2022-23 I No.24.01 i) Parent Shed = 6.048 Cum. ii) Hatchery Building & Over Head Water Tank = 27.403 Cum. iii) Mother unot Brooter Shed = 10.049 Cum. iv) Feed Mill & Cold Room = 28.42 Cum. v) Compost Pit = 1.127 Cum. |
| 5 | 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.--Specification No--Bd.F.17, Page One Number 306 -SSR 2022-23 I No.26.33 i) Parent Shed = 2.922 Mt. ii) Hatchery Building & Over Head Water Tank = 3.734 Mt. iii) Mother unot Brooter Shed = 0.876 Mt. iv) Feed Mill & Cold Room = 1.73 Mt. v) Compost Pit = 0.116 Mt. |
| 6 | 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, Steel centering 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 fine aggregate (Crushed sand VSI Grade)--Specification No--Bd.F.3 Page One Number 298 and B.7, Page One Number38 -SSR 2022-23 I No25.11 i) Parent Shed = 11.858 Cum ii) Hatchery Building & Over Head Water Tank = 7.986 Cum iii) Mother unot Brooter Shed = 5.082 Cum. iv) Feed Mill & Cold Room = 10.164 Cum. |
| 7 | 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 steel 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 fine aggregate (Crushed sand VSI Grade)--Specification No--Bd.F.5 Page One Number 300 and B.7,Page.One Number 38 -SSR 2022-23 I No25.31 i) Parent Shed = 8.308 Cum ii) Hatchery Building & Over Head Water Tank = 6.527 Cum iii) Mother unot Brooter Shed = 3.56 Cum. iv) Feed Mill & Cold Room = 7.121 Cum. |
| 8 | 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 steel 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 fine aggregate (Crushed sand VSI Grade)--Specification No--Bd.F.9 Page One Number 303 and B.7, Page One Number38 -SSR 2022-23 I No.26.50 i) Parent Shed = 12.08 Cum ii) Hatchery Building & Over Head Water Tank = 14.15 Cum iii) Mother unot Brooter Shed = 2.83 Cum. iv) Feed Mill & Cold Room = 5.49 Cum. v) Compost Pit = 1.16 Cum. |
| 9 | Providing and laying Cast in situ/Ready Mixcement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design and drawings including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening the surface if special finish is to be provided and curing 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 fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) --Specification No--Bd.F.8 Page No. 302 and B.7, Page No.38 -SSR 2022-23 I No.26.05 ii) Hatchery Building & Over Head Water Tank = 0.31 Cum |
| 10 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel 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 fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) --Specification No--Bd.F.8 Page No. 302 and B.7, Page No.38-SSR 2022-23 I No.25.70 ii) Hatchery Building & Over Head Water Tank = 11.13 Cum |
| 11 | Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete.--Specification No--Bd.A.11 Page No. 263-SSR 2022-23 I No.21.37 i) Parent Shed = 150.267 Cum ii) Hatchery Building & Over Head Water Tank = 153.627 Cum iii) Mother unot Brooter Shed = 58.443 Cum. iv) Feed Mill & Cold Room = 134.464 Cum. |
| 12 | 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 etc. Complete.--Specification No--Bd.G. 1 Page No. 313-SSR 2022-23 I No.27.01 i) Parent Shed = 10.839 Cum ii) Hatchery Building & Over Head Water Tank = 8.082 Cum iii) Mother unot Brooter Shed = 2.828 Cum. iv) Feed Mill & Cold Room = 4.899 Cum. v) Compost Pit = 1.167 Cum. |
| 13 | Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/ granite/quartzite/gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork 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 fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Spec. No. : Bd.E. 3/Page No. 288/I.S. 456 (2000) -SSR 2022-23 I No.24.16 i) Parent Shed = 3.61 Cum ii) Hatchery Building & Over Head Water Tank = 2.48 Cum iii) Mother unot Brooter Shed = 0.94 Cum. iv) Feed Mill & Cold Room = 1.63 Cum. v) Compost Pit = 0.39 Cum. |
| 14 | 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 etc. Complete--Specification No--Bd.G.5 Page One Number 315 -SSR 2022-23 I No.27.05 i) Parent Shed = 10.358 Cum ii) Hatchery Building & Over Head Water Tank = 33.902 Cum iii) Mother unot Brooter Shed = 4.241 Cum. iv) Feed Mill & Cold Room = 17.696 Cum. v) Compost Pit = 3.502 Cum. |
| 15 | Providing internal cement plaster 6 mm thick in a single coat in cement mortar 1:4 without neeru finish to concrete surface in all positions including scaffolding and curing etc. complete.--Specification No--Bd.L.1 Page No. 367-SSR 2022-23 I No.32.01 ii) Hatchery Building & Over Head Water Tank = 103.86 Sqm. |
| 16 | Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete.--Specification No--Bd. L.2 Page No. 368 -SSR 2022-23 I No.32.04 i) Parent Shed = 34.40 Sqm. ii) Hatchery Building & Over Head Water Tank = 215.76 Sqm. iii) Mother unot Brooter Shed = 18.37 Sqm. iv) Feed Mill & Cold Room = 31.91 Sqm. v) Compost Pit = 15.84 Sqm. |
| 17 | Providing internal cement plaster 20mm thick in two coats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc.complete.--Specification No--Bd.L.4 Page No. 368 -SSR 2022-23 I No.32.07 i) Parent Shed = 70.45 Sqm. ii) Hatchery Building & Over Head Water Tank = 231.71 Sqm. iii) Mother unot Brooter Shed = 38.39 Sqm. iv) Feed Mill & Cold Room = 65.47 Sqm. v) Compost Pit = 14.26 Sqm. |
| 18 | Providing and fixing M40 grade thick vibrated pull cast or similar type concrete frame with chamfer conforming to I.S. 65241983 having 6 mm dia. bars 3 Nos. And stirrups @250 mm c/c and fixing in wall with 6 Nos of hold fast of 12 mm dia bars 500 mm long including primer and oil painting etc, complete) frame size 60 mm x 100 mm --Specification No--As directed by engineer-in-charge.-SSR 2022-23 I No.39.56 ii) Hatchery Building & Over Head Water Tank = 20.40 Rmt. |
| 19 | Providing and fixing solid core flush door shutter commercial in single leaf 32 mm thick without ventilator commercial type of exterior grade as per detailed drawings with wrought iron hold fast, stainless steel fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete.--Specification No--BD-T-36 Page No. 500-SSR 2022-23 I No.39.10 ii) Hatchery Building & Over Head Water Tank = 7.56 Sqm. |
| 20 | Providing and fixing steel frame door of angle 50 x 50 x 6 mm with mild steel bars 16 mm dia. horizontally at 10mm c/c for ventilator portion including iron hold fast boxes for fixing shutters including welding, finishing, painting etc. complete.--Specification No--As directed by Engineer in charge.-SSR 2022-23 I No.39.35 i) Parent Shed = 5.04 Sqm. ii) Hatchery Building & Over Head Water Tank = 5.04 Sqm. iii) Mother unot Brooter Shed = 5.04 Sqm. iv) Feed Mill & Cold Room = 5.04 Sqm. |
| 21 | Providing and fixing mild steel grill work for windows, ventilators, etc. 15 kg/sqm as per drawing including fixtures necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting complete..--Specification No--Bd.U.1 Page No. 537-SSR 2022-23 I No.40.02 ii) Hatchery Building & Over Head Water Tank = 8.31 Sqm. |
| 22 | Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension 63.50 x 38.10 x 1.02 mm at weight 0.547 Kilogram/One Running Metre. and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 Kilogram/One Running Metre. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 Kilogram/One Running Metre. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 Kilogram/One Running Metre. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 Kilogram/Running metre. And handle section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/One Running Metre. and top section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. 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 vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. With colour Anodising without box--Specification No--As directed by Engineer incharge.-SSR 2022-23 I No.39.38 ii) Hatchery Building & Over Head Water Tank = 5.76 Sqm. |
| 23 | Supplying M.S. Angle iron post of size 65 mm x 65 mm x 6 mm drilled on top and painted with one coat of epoxy primer and two coats of epoxy finish paint having black and white bands of 25 cm, last part of the post 0.75 m below ground level is painted with three coats of red lead paint with 2 nos. of high tensile G.I. bolt and nut of size 10 mm dia. of 25 mm long including transportation etc. complete. Spec. No. : As per IRC-67, and M.O.R.T. and H. Circular No. RW/NH-33023/31/88 D.O.III Dated 2-5-1994.--Specification No--MORTH 801-SSR 2022-23 I No.6.23 i) Parent Shed = 49.00 Rmt ii) Hatchery Building & Over Head Water Tank = 63.00 Rmt. iii) Mother unot Brooter Shed = 42.00 Rmt. iv) Feed Mill & Cold Room = 108.00 Rmt. |
| 24 | 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.--Specification No--Bd.C.8 Page No. 278-SSR 2022-23 I No.23.04 i) Parent Shed = 3.349 Mt. ii) Hatchery Building & Over Head Water Tank = 3.361 Mt. iii) Mother unot Brooter Shed = 1.175 Mt. iv) Feed Mill & Cold Room = 3.096 Mt. v) Compost Pit = 0.235 Mt. |
| 25 | 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)--Specification No - As directed by Engineer in charge - SSR 2022-23 I No.38.34 i) Parent Shed = 300.00 Sqm. ii) Hatchery Building & Over Head Water Tank = 200.00 Sqm. iii) Mother unot Brooter Shed = 106.68 Sqm. iv) Feed Mill & Cold Room = 215.00 Sqm. v) Compost Pit = 13.20 Sqm. |
| 26 | 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).--Specification No--As directed by Engineer incharge -SSR 2022-23 I No.38.35 i) Parent Shed = 30.00 Rmt. ii) Hatchery Building & Over Head Water Tank = 20.00 Rmt. iii) Mother unot Brooter Shed = 15.24 Rmt. iv) Feed Mill & Cold Room = 21.50 Rmt. v) Compost Pit = 5.50 Rmt. |
| 27 | Providing, laying and fixing P.V.C. pipe of 75mm dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. ii) Hatchery Building & Over Head Water Tank = 15.00 Rmt. |
| 28 | Providing, laying and fixing P.V.C. pipe of 110 mm. dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. ii) Hatchery Building & Over Head Water Tank = 8.00 Rmt. |
| 29 | Providing and fixing H.D.P container Syntex or alike one piece moulded water tank made out of high density polythyler and built corrugated inclusive of delivery up to destination hoisting and fixing of accessories such as inlet,outlet overflow pipe inclusive of all tanks capacity between 200 to 1000 liters ii) Hatchery Building & Over Head Water Tank = 5000.00 Ltr. |
| 30 | Providing, laying and fixing P.V.C. pipe of 20mm dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. ii) Hatchery Building & Over Head Water Tank = 6.00 Rmt. |
| 31 | Providing and fixing on walls/ceiling/floor 20 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. ii) Hatchery Building & Over Head Water Tank = 6.00 Rmt. |
| 32 | Providing and fixing on walls/ ceiling/ floor 25 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. ii) Hatchery Building & Over Head Water Tank = 6.00 Rmt. |
| 33 | Providing and applying Two coats of wall care Putty on plastered surface and Ceiling and Walls to prepare surface even and smooth of approved make, etc complete. ii) Hatchery Building & Over Head Water Tank = 215.76 Sqm. |
| 34 | 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..--Specification No--Bd.P.5 Page No. 414 -SSR 2022-23 I No.36.12 i) Parent Shed = 34.40 Sqm. ii) Hatchery Building & Over Head Water Tank = 215.76 Sqm. iii) Mother unot Brooter Shed = 19.20 Sqm. iv) Feed Mill & Cold Room = 31.91 Sqm. |
| 35 | Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete.--Specification No--Bd.0.8 Page No. 406-SSR 2022-23 I No.35.13 i) Parent Shed = 70.45 Sqm. ii) Hatchery Building & Over Head Water Tank = 231.71 Sqm. iii) Mother unot Brooter Shed = 38.39 Sqm. iv) Feed Mill & Cold Room = 65.47 Sqm. v) Compost Pit = 14.26 Sqm. |
| 36 | Providing and fixing crimped with G.I. mesh and size 20 mm x 20mm 10 guage to iron angle frame including welding crimp mesh to angle frame and steel flat, fixing the frame in its original position and oil painting etc.complete ( excluding cost of structural steel)--Specification No--BD-T-55 Page No. 510-SSR 2022-23 I No.44.21 i) Parent Shed = 203.53 Sqm. ii) Hatchery Building & Over Head Water Tank = 127.76 Sqm. iii) Mother unot Brooter Shed = 110.92 Sqm. iv) Feed Mill & Cold Room = 189.12 Sqm. |
| 37 | Royalty For Sand |
| 38 | Royalty For All Other Murum & 80mm Metal |
| 39 | Material Testing MIX DESIGN M-20 Concrete Concrete Mix Design (With all Tests on basic materials) |
| 40 | CONCRETE CUBE TEST For M-10 (Compressive Strength OF C.C. Cube (Set of 3 cubes)) |
| 41 | CONCRETE CUBE TEST For M-20 (Compressive Strength OF C.C. Cube (Set of 3 cubes)) |
| 42 | BRICK TEST (Water Absorption (Set of 5 Bricks), Compressive Strength( Set of 5 Bricks), Efflorescence) |
| 43 | BASIC TEST OF CEMENT.(Standard Consistancy, Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness.) |
| 44 | STEEL BAR TESTING (Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter, Bend / Rebend Test, Proof Stress.) |
| 45 | BASIC TEST OF AGGREGATE.(Water Absorption, Specific Gravity,Impact Value, Crushing Value.) |
| 46 | FINE AGGREGATE.(Fineness Modulus ( Sieve Analysis ),Silt & Clay Content) |
| 47 | SOIL / MURUM (Sieve Analysis.) |
| 48 | Liquid limit & plastic Limit. |
| 49 | Compaction Test ( Proctor Density ) |
| 50 | Management Strategies and implementation plan (MSIP) to manage the Environmental Social Health and safety (ESHS) risks and ESHS Code of Conduct Please Enable Macros to View BoQ information |
