Construction of Modern Pre-Engineered warehouse buildings of 2 x 5040 MT each capacity with Automated Aeration System and ancillary works at Latur MIDC Plot No. E-18, Dist. Latur

LAB TESTING

Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area .

Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material 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 1.5 metres.) By Mechanical.

Excavation for foundation in hard murum including removing the excavated material 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 metres) By Mechanical Means

Excavation for foundation in hard murum including removing the excavated material 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 1.50 to 3.00 metres) By Mechanical Means.

Excavation for foundation in hard murum and boulders including removing the excavated 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. omplete. (Lift 1.50 to 3.00 metres) By Mechanical Means.

Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material 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 up to 1.5metres ) By Mechanical Means.

Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material 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 from 1.5 to 3.00 metres.) By Mechanical Means

Excavation for foundation in hard rock upto required depth by Pocklain machine with needle breaker including removing the excavated stuff beyond the building area all lifts stacking or spreading as directed.

Excavation for foundation in Hard-rock by blasting including trimming and leveling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the building area including ewatering and back filling with available earth/murum watering, ramming etc. complete. (Lift from 1.5 metres To 3.0 metres) By Mechanical Means

Excavation in plinth in earth soil of all types of sand or gravel or soft murum including dressing section to the required grade, cambers & side slope & conveying the excavated materials with lead of 50 Metres and spreading for embakment or stacking as directed.

Providing and laying Cast in situ/Ready Mix cement concrete in Mix-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 without SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)

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.

Providing and laying in situ /Ready Mix cement concrete Mix - 25 of trap / granite /quartzite/ gneiss metal for Reinforced Cement Concrete work in foundations like raft, strip foundations, grillage and footings of 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 without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand Vertical Shaft Impactor (VSI) Grade).

Providing and laying Cast in situ/Ready Mix cement concrete Mix -25 of trap / granite /quartzite/ gneiss metal for Reinforced Cement Concrete 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 without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Crushed sand VSI Grade).

Providing and laying Cast in situ/Ready Mix cement concrete Mix -25 of trap / granite /quartzite/ gneiss metal for Reinforced Cement Concrete 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 without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)

Providing and laying Cast in situ/Ready Mix cement concrete Mix-25 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete 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 without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sandVertical Shaft Impactor (VSI) Grade).

Providing and laying Cast in situ/Ready Mix cement concrete Mix -25 of trap/ granite / quartzite/ gneiss metal for Reinforced Cement Concrete. 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 without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)

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(Crushed sand VSI Grade)

Providing and laying Cast in situ/Ready Mix cement concrete in Mix -20 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 fully automatic micro processor based PLC without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand Vertical Shaft Impactor (VSI) Grade)

AUTOMATED AREATION SYSTEM

Providing outside cement plaster single coat 20 milli metres thick in Single coats in cement mortar 1:4 outside without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc.complete.(Crushed sand Vertical Shaft Impactor (VSI) Grade)

Providing internal cement plaster single coat 20 mill imetres thick in Cement Mortar. 1:4 inside with neeru & smooth finish to concrete or brick surface in all positions including scaffolding curing etc. complete as directed (Crushed sand Vertical Shaft Impactor (VSI) Grade)

Providing outside upto plinth cement plaster single coat 20 milli metres thick in Cement Mortar 1:4 outside plinth with smooth cement finish to concrete or brick surface in all positions including scaffolding curing etc. complete as directed (Crushed sand Vertical Shaft Impactor (VSI) Grade)

Providing & applying Oil bound distemper two coats on plastered or masonary surface including scaffolding & preparing the surface by brushing & brooming down complete.

Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding Indian Standard (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.

Providing & applying oilpainting in two coats of Deep orange colour & shade to flooring for marking stacklines including preparing the surfaces & primer coat etc. complete. (Bd.0 7/406)

Providing & applying oilpainting nameboard with three coat with background of approved colour & shade including scaffolding etc complete. (Bd.0 7/406)

Providing sills of polished Kota stone 25 millimetres to 30 millimetres thick, on a bed of 1:4 cement mortar including cement float, filling joints with slurry,curing,moulding edges, polishing and cleaning etc. complete.

Providing and fixing in position 60 centimetre x 60 centimetre aluminium openable ventilators of section 2.5"x1.5" (inches) as per detailed drawing and as directed by Engineer in charge with all necessary alluminium sections with powder coating including necessary fixtures and fastening with 5 mm milli metres thick float glass etc. complete. ( Note While arriving at the rate of item of item weight at 6.90 kilogram per square meter (kg/Sqm )is considered for only alummium ventilators ) and with G.I. wiremesh of 18 Gauge, 6 mm millimetres square mesh fixed to outside the frame of ventilator and grill of 12 mm millimetres square. bars in vertical directions at 10 centimetres c/c fixed to outside surface of the frame and approved quality and type fixtures, fittings including red oxide & oilpainting three coats. As per detailed drawing and as directed.

Providing and fixing rolling shutter fabricated from corrugated Cold Rolled Coils/Steel (CRC ) Mild Steel M.S/ Galvanized Iron G.I Steel laths of minimum thickness 0.9 mm milli metres with lock plate of 3.15 mm millimetres thickness reinforced with 35 x 35 x 5 mm millimetres angle section fitted with sliding bolts and two handles for both sides, deep Mild Steel ( M.S.) channel section of side guide of height 2.55 metres & depth and thickness not less than 75 millimetres and 3.15 mm millimetres respectively with hold fast 4 numbers to each side i.e. 16 numbers holdfast arrangements,Mild Steel M.S. Bracket plate 300 x 300 x 3.15 mm millimetres minimum size and shape, welded with side guide & fixed on Reinforced Cement Concrete (RCC) beam with help of J hooks anchored with reinforcement of beam, suspension shaft of minimum 50 mm millimetres diameter, hood cover of Mild Steel M.S/ Galvanized Iron G.I sheet not less than 0.9 mm millimetres thickness and of any size at top and safety devices with one coat of red lead primer and two coats of oil paints of approved deep orange shade and locking arrangement with central lock etc. complete. as directed by Engineer in charge.

Providing & fixing grilled steel rolling shutter fabricated from Mild Steel (M.S). rod of 6 mm millimetres diameter. zig zag shape(grill work size 2.10 x 1.70 metre) with side guides prepared out of 3.00 mm millimetres thick Mild.Steel. Plate & Provided with holdfast 25 x 6 mm millimetres @ 1.00 meter C/C throughout the height on both sides , bottom rails & Strips 3.00 mm millimetre thick mildsteel M.S. Plate with mildsteel M.S. Angle 35x35x6 mm millimetres, bracket rail & strip with 10.00 mm millimetres, square. bar suspension shaft 32.00 mm millimetres diameter best quality , rolling springs High tensile tested steel ( coiled spring) 45 centimetre length 2 numbers., Mildsteel. laths of 7.6 centimetre wide prepared out of best quality 22 guage locking arrangements with not less than 6 mm millimeter thick strip as per specifications, housing box prepared out of 20 guage sheets at the top, handles prepared out of 6 mm millimetre thick flats, with one coat primer and applying two coats of oilpaint of approved colour & shade of deep orange shade etc. complete.

Filling in plinth with approved excavated stuff obtained from departmental land including watering, compacting etc. complete as directed.(Bd. A.10/262)

Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 centimetre to 20 centimetre including watering and compaction etc. complete [ Only compacted thickness is payable ]

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at Optimum Moisture Content ( OMC ), carriage of mixed Material to work site, spreading in u

itemH1Code34

itemH1Code35

itemH1Code36

itemH1Code37

itemH1Code38

itemH1Code39

itemH1Code40

itemH1Code41

itemH1Code42

itemH1Code43

itemH1Code44

itemH1Code45

One Running Metre

itemH1Code47

itemH1Code48

itemH1Code49

itemH1Code50

itemH1Code51

itemH1Code52

itemH1Code53

itemH1Code54

itemH1Code55

ROYALTY CHARGES

ELECTRIFICATION WORK

INTERNAL ROAD & CD WORK

itemH1Code57

Providing earth work(Hard murum) in embankment with approved materials obtained from other sources including all lifts, laying in layers of 20 centimetre. to 30 centimetre. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources)

Supplying 60 millimetre trap stone metal at the road side including conveying & stacking etc. complete.

Supplying 40 millimetre trap stone metal at the road side including conveying & stacking etc. complete.

Supplying hard murum at the road side including conveying & stacking etc. complete.

Supplying soft murum at the road side including conveying & stacking etc. complete.

Spreading hard murum at the road side including conveying & stacking etc. complete.

Spreading soft murum over size metal as blindage as directed etc. complete.

Spreading 60 millimetre trap stone metal including sectioning as directed etc. complete.

Spreading 40 millimetre trap stone metal including sectioning as directed etc. complete.

Compacting oversize metal layer with hard murum with power roller including artificial watering & necy. Labour etc. complete.

Compacting size metal layer with soft murum with power roller including artificial watering & necy. Labour etc. complete.

Supplying & Spreading stone grit less than 6 millimetre thick over the finished surface of road including conveying, compaction etc. complete.

Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material 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 1.5 metre.) by Mechanical Means

Providing and laying Cement Concrete in Mix -10, Cast in situ/Ready Mix 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, etc. complete. With fine aggregate (Crushed sand VSI Grade finely washed etc)

Providing and laying Cast in situ/Ready Mix cement concrete Mix -25 of trap / granite/quartzite/ gneiss metal for Reinforced Cement Concrete.work in foundations like raft, strip foundations, grillage and footings of Reinforced Cement Concrete 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 fully automatic micro processor based Programmable Logic Controller (PLC) without Supervisory Control and Data Acquisition (SCADA) enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With Crushed sand VSI Grade

Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/granite/ quartzite/ gneiss metal for Reinforced Cement Concrete. 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).without fully automatic micro processor based Programmable Logic Controller (PLC) without Supervisory Control and Data Acquisition (SCADA) enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade/Natural sand)

Providing and laying Cast in situ/Ready Mix cement concrete Mix -25 of trap/ granite / quartzite/ gneiss metal for Reinforced Cement Concrete 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 Programmable Logic Controller (PLC) without Supervisory Control and Data Acquisition (SCADA)enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand Vertical Shaft Impactor (VSI) Grade)

Providing and fixing in position Thermo Mechanically Treated TMT - FE Ferrous- 500 bar reinforcement of various diameters for Reinforced Cement Concrete. 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.

Providing and laying cement concrete pipe of Indian Standard 458:2003 Non-Pressure NP-3 class of 600 millimetre diameter in proper line, level and slope etc. complete.

Providing and laying Cast in situ/Ready Mix cement concrete in Mix -20 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 fully automatic micro processor based Programmable Logic Controller (PLC) without Supervisory Control and Data Acquisition (SCADA) enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)

Providing and casting in situ / ready mix Plain Cement Concrete Mix-15 grade of trap metal for coping to head walls / parapet including centering, form work, compaction and curing etc. complete. (Crushed sand VSI Grade/ Natural sand.)

Providing cement plaster 20 millimetre thick in two coats in cement mortar 1 : 4 with slurry finish to concrete or brick surface in all positions including scaffolding & curing smooth cement slurry finish of 1.5 millimetre thickness etc. complete as directed. [ Bd. L 4/368]

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at Optimum Moisture Content, 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

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( VSI grade finely washed crushed sand) conforming to Indian Standard IS: 383, the size of coarse aggregate not exceeding 25 millimetre,cement content not to be less than 150 kilogram per cubic meter (kg/ cum), optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 megapascal (Mpa) at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a

itemH1Code82

itemH1Code83

W.H.BUILDING 2/5040 MT

Providing and fixing in position Thermo-Mechanically Treated TMT -FE (Ferrous) - 500 bar reinforcement of various diameters for Reinforced Cement Concrete 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.

itemH1Code85

itemH1Code87

itemH6

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BRITISH STANDARD BS:5212-1989 in to sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 millimetre. to 4 millimetre. joint) over laid with bond breaking tapeasper detailed drawing. Item includes cleaning the joints with water jet/ air compress or and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 millimetre. deep x 8 millimetre.wide)

itemH1Code155

itemH1Code125

itemH4

itemH1Code127

itemH1Code128

itemH1Code129

itemH1Code130

itemH1Code131

in cooling unit installations.

itemH1Code154

Supply and installation of a galvanized iron (GI) damper for the air cooling unit to regulate and control airflow within the duct system, ensuring efficient distribution and proper balancing of air as required by the cooling unit design. The galvanized iron GI damper shall be durable, corrosion-resistant, and compatible with the air cooling unit and ductwork.

itemH1Code133

itemH1Code134

Cement - Fineness, Consistency, Setting Time, Compressive strength, Specific gravity.

Concrete M-25 -Mix Design with all tests on basic materials

Concrete M-25 - Concrete cube compressive strength

Concrete M-20 - Concrete cube compressive strength

Crushed metal for concrete - Water absorption, Specific gravity,Impact value,Crushing value

Crushed metal for concrete - Gradation

Crushed metal for concrete - Combined Flakiness & Elongation of single metal

Metal for Road - Water absorption, Specific gravity,Impact value,Crushing value

Metal for Road - Gradation

Metal for Road - Combined Flakiness & Elongation of single metal

Brick - Water Absorption (Set of 5 Bricks), Compressive strength (Set of 5 Bricks), Efflorescence (Set of 5 Bricks)

Masonary stones - Crushing value,/ compressive strength, water absorption, Specific Gravity.

Thermo-Mechanically Treated (TMT ) steel bars - Yield stress, ultimate tensile stress, elongation, weight per running meter.

Sand - Fineness Modulus, silt content.

itemH1Code152

Murum - Gradation

Murum - Atterberg Limit