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| 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 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, 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 reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 6 | 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, Steel centering, 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) |
| 7 | 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 steel centering, formwork, cover blocks compacting and roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). (Crushed sand VSI Grade) Spec. No.Bd.F.5 Page No. 300 and B-7, Page No 38. (Cement bags 7.50 bags/Cum.) |
| 8 | Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). (Crushed sand VSI Grade) Spec. No.Bd.F.11 Page No. 304 and B.7, Page No. 38 (Cement bags 7.50 bags/Cum.) |
| 9 | 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 Natural sand etc. complete |
| 10 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. MORTH 803.4 |
| 11 | Providing and fixing in position TMT-FE-500 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. Spec. No: - Bd.F.17 Page No. 306 |
| 12 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and VSat attachment. to the required density. By Mechanical Means Grading II (Using Screening Type B (11.2 mm) Aggregate) Spec : MORTH - 404Rate as per attached rate analysis. |
| 13 | 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 |
| 14 | Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement In 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 facesand watering etc. Complete. |
| 15 | 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 waterproofing compound at 1kg percement bag curing the same for not less than 2 day sand 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. Spec. No. Bd.L.7 Page No. 369. (Use Natural sand) |
| 16 | Providing and laying in position flooring of telephone black/ Amba White/ Catbary brown/ Rubyred/ Ocean Brown granite stone of approved shade and size 18mm to 20mm thick on bed 1:6 cement mortar including cement floats striking joints, pointing in C.M. 1:3 curing and cleaning etc. complete. |
| 17 | Construction of granular sub-base by providing close graded Material,mixing in a mechanical mix plant at OMC,carriage of mixed Material to work site,spreading in uniform layers with motor grader/Paver on prepared surface and compacting with vibratory roller to achieve the desired density,complete as per clause 401 -- Plant Mix Method and Grading - I Material |
| 18 | Providing and fixing heavy duty interlocking concrete Rubber mould glossy paving blocks of 80mm thickness of having a strength of 400 Kilogram/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete. (using 100% crushed sand) |
| 19 | Providing and fabricating structural steelwork 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. |
| 20 | Providing, fabricating and erecting at site of work the tubular steel structureas 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. One Number : As directed by Engineer-in-charge ( B-18 Page OneNumber 78 ) |
| 21 | To carry out the bending of various steel components, including joists, channels, angles, tees, rectangular pipes, etc., the process is executed in strict accordance with detailed designs and drawings or as directed by the engineer in charge. |
| 22 | Providing and fixing Ductile iron Man Hole Covers/ Strom Water Grating and Grating with frame of Various sizes, weight and types and load bearing capacity as per EN-124, equivalent NECO with prior approval of concerned Superitending Engineer |
| 23 | Providing and fixing colour coated Zinc alume (R) AZ150 (min150 gms/ sq.mt. total on each side) profiled sheets for roofing. The feed material is manufactured outof nominal 0.45mm Base Metal Thickness (BMT) (0.5mmTCT), Hi- strength steel with min. 550 MP ayield strength, metallic hot dip coated with Aluminium- Zincalloy (55% aluminium 43.4% zinc 1.6% silicon) with COLORBOND (R) steel quality super durable polyester paint coat (with in organic pigment). The paint shall have a total coating thickness of nominal 35um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950-1050mm effective cover width and nominal 25-30mm deep ribs with subtle square fluting in the five pan at nominal 180-250mmcenter- to- center. The endrib shall be designed for anti-capillary groove. and returnleg. The feed material should have coil manufacturers product details marked are gularinterval. Including fasteners with min. fastened with min.25um Zinc-Tinalloy coated, Hexhead, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/ One Square Metre)Spec. No: -As directed by Engineer incharge |
| 24 | 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 Kilogram/ One Square Metre) 600 mm girth (Surface Width). |
| 25 | Providing and laying concrete pipes of I.S.NP. class of ----- mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.Spec. No: - Bd. V 41 Page No. 573, a) 150 mm |
| 26 | Providing and laying concrete pipes of I.S.NP. class of ----- mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.Spec. No: - Bd. V 41 Page No. 573,b) 225 mm |
| 27 | Providing and laying concrete pipes of I.S.NP. class of ----- mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.Spec. No: - Bd. V 41 Page No. 573,c)300 mm |
| 28 | Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140Kilogramwith frame as per approved make etc complete |
| 29 | Providing and constructing Brick Masonry Inspection Chamber 90cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140Kilogramwith frame etc complete. |
| 30 | Providing and applying two coats of flat oil paint of approved colour to the old structural steel work and iron work previously painted in building including scaffolding,if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete. |
| 31 | Providing and applying priming coat over new/old steel and other metal surfaces including preparing the surface by thoroughly cleaning oil,grease, dirt and other foreign matter and scoured with wire brushes,fine steel wool,scrappers and sand paper, scaffolding etc.complete. |
| 32 | Providing and applying two coats of exterior weather shield paint 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. |
| 33 | 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 |
| 34 | Filling in plinth and floors with approved excavated material in15cm.to20cm.layers including watering and compacting etc. complete. Bd.A.10 Page Number 262 |
| 35 | Material Shifting by truck Spec. No: - As directed by Engineer in charge |
| 36 | Providing & fixing Reinforced precast L shaped kerb stone using 6 mm steel bars 4 number alomg the kerb length and 8 mm steel bar 500 mm c/c vertical reinforcement, M-30 grade concrete with dimensions 350 mm high, 125 mm thick with built in base of 187 mm x75 mm, including 2 numbers of 50 mm dia sleeves for services at the top of base & with top external edge with rounding of 20 mm radius in highly superior quality surface & edge finish in 1 meter length & painting as per direction of Engineer-in-charge (including excavation for kerbing, lead lift and transportation of excavated material, PCC below kerbing) As directed by Engineer In Charge |
| 37 | BASIC TEST OF CEMENT:-. Standard Consistancy, Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness. |
| 38 | BASIC TEST OF AGGREGATE.:-Water Absorption, Specific Gravity,Impact Value, Crushing Value. |
| 39 | Sieve Analysis. |
| 40 | Abrasion value |
| 41 | Flakiness index and elongation index |
| 42 | Soundness |
| 43 | FINE AGGREGATES :-Fineness modules (Sieve Analysis), silt and clay content |
| 44 | Silt factor |
| 45 | BRICKS:-Water absorption (set of 5 bricks), Compressive strength (set of 5 bricks), Efflorescence (set of 5 bricks) |
| 46 | CONCRETE:-Compressive Strength OF C.C. Cube(Set of 3 cubes) |
| 47 | STEEL BAR TESTING :-Up to 16 mm (set of 3 bars) |
