1) CONSTRUCTION OF 1800 MT WARE HOUSE GODOWN WITH ANCILLARY WORKS

Amount

1) CONSTRUCTION OF 1800 MT WARE HOUSE GODOWN WITH ANCILLARY WORKS 2) CONSTRUCTION OF 448.76SQM MACHINE SHED WITH ANCILLARY WORKS

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 1.5 m.) By Mechanical Means

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 etc. complete. (Lift upto 1.50 m) By Mechanical Means

Excavation for foundation in Hard 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 1.5 to 3.0m.) By Mechanical Means

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 (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 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..

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)

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)

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

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 (Crushed sand VSI Grade)

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 (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. Complet

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 (Crushed sand VSI Grade)

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 1Kilogramper 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.

Providing internal cement plaster 20mm thick in Single coats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc.complete.

Providing internal cement plaster 20mm thick in Single coats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc.complete.

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

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 and brooming down etc. complete.

Providing & applying waterproof cement paint three coats on plastered or masonary surface of approved manufacturer and of approved colour including primer coat scafolding & preparing the surface watering for two days complete. (Bd.O.8/406)

Providing and applying two coats (exterior quality) of flat oil paint of approved colour and shade to the plastered surface in buildings and workshops including scaffolding if necessary, cleaning the surface and preparing surface etc. complete. (excluding primer coat)

Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (Without mechanical gear)

Providing and fixing wind oppareted tarbo S S. ventiletar systim (24 inch dia.) over exsiting roof including cutting of sheet ,propar fixing in position to true line & level with all fixtures & fastning, providing 0.8mm thick FRP sheet for covering area between roof and fan so as to provide waterfoof joints with approved water proffing compound making good the roof surface including cleaning etc. complete (General application for all types of roofs for ventilation & day light parpose at terrace [As directed by Engineer in charge]. (Jalgaon D.S.R.304 /123)

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

Providing Hard Murum cohesive non-swelling materials in plinth in layers of 20 cms etc. complete as directed. [ Only compacted thickness is payable ][Rd.23/202 & Rd.28/205].

Providing & laying stone metal layer of 20 cm thickness with 60 mm over size metal 65% and 40 mm size metal 35% with sand or stone chips spreading & leveling handpacking complete.[Rd.22/201,Rd.20/200 &Rd.20/205 ]

Compacting oversize & size metal layers combindaly with power roler not less than 8 tonnes including artificial watering & leveling etc. complete as directed (Rd.35/209)

Providing and laying in situ cement concrete M20 with tremix treatment for 100mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bituman etc.complete

Providing & Fixing in position M.S. ladder of 45 cms width made out 50 x 50 x 6 mm two angles for rails and M.S. angle stiffeners at three places as directed with M.S. round bars of 20 mm dia for steps @ every 30 cm c/c including fixing

Providing & fixing lightening conductor system comprising of erecting Air termination consisting of tubular copper rod of 25 mm dia 1.2 mm thick with multiple points head 1.2 mt long [heavy duty] welded or clamped to G.I. pipe pole “ B” gr

PEB Structure Structural Steel E-350 ( JSW make)

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 steelwork 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/washers etc. 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 with 1 coats of enamel paint (Berger EPILUX SG – HHI 664002) of 35-50 micron each coat with air less spray gun over a coat of zinc chromate primer - 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).

Supplying, fabricating and erecting of Cold Formed Light Gauge structural steel members conforming to IS:801/ IS:811 hot-dip galvanised to IS:4759 - 96 including cutting, welding or bolting, splice plates and packing plates, transporting, straightening, cleaning, fabricating and erecting in position.

Sheeting PPGL 0.5 mm thk - Supply & Fixing of PPGI sheets of 0.5 mm thick as shown in drawing or as directed by engineer incharge with all necessary accessories. AS Directed by Engineer Incharge

Roof Assesories- Supply & Fixing of 0.5 mm thk PPGL roof accessories as per drawing or as directed by engineer incharge-Supply & Fixing of 0.5 mm thk PPGL roof accessories as per drawing or as directed by engineer in charge. CORNER FLASHING

Center Ridge

Gable flashing

Roof Gutter - Roof Gutter (Assumed Girth- 600 mm) PPG 0.5 mm Thk. Supplying, fabricating and erecting in position PPGI Eaves Gutter of required size with stop ends,all fixing accessories, drop ends, 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 / Construction Manager. AS Directed by Engineer Incharge

F) Downtake Pipe-Providing and fixing of the rain water down take pipes of PPGI, the sectional area of rain water down take pipes provided shall be generally at the rate of 1 square cm per 70 to 80 square decimetre of roof area drained. No spout shall be less than 80 mm in diameter.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 Engineerin-Charge / Construction Manager. AS Directed by Engineer Incharge

S.W V - Internal Bituminous Road Excavation for road way in earth,soil of all sorts,sand,gravel or soft murum including dressing section to there quired grade,camber and side slope sand conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.

Providing layig, spreading and compacting stone aggregate 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 screenning/ binding materials to fill up the interstices of coarse aggregate,watering and compacting with vibratory roller to the required density. by mechanical means- grading I ( using sreening Type A (13.2)mm Aggregate

Providing layig, spreading and compacting stone aggregate 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 screenning/ binding materials to fill up the interstices of coarse aggregate,watering and compacting with vibratory roller to the required density. by mechanical means- grading I I( using sreening Type A (13.2)mm Aggregate .

Supplying hard murum/ kankar at the road site, including conveying and stacking complete.

Spreading hard murum/ soft mumim/ gravel or kankar for side width complete

Compacting the hard murum side widths including laying in layers on each side with vibratoiy roller including artificial watering etc.

Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 2 Kilogram/Square Metre, spreading 12 mm.size chips compacting with three wheel statie roller

Open Graded Premix Surfacing- Providing and Laying OGC 20 MM thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder 1.56 Kg/Sqm transported to site with VTS, laid over a previously prepared surface, finished to the required

9mm seal coat: Providing and laying of type A 9mm premix Seal coat with hmp of sqm apropriate capacity crushed stone chiping 6.7mm size and penetration bituman of specified grade @ 1.2kg/sq.m preparing existing road surface by mechanical means, spreading, chip and rolling, by static roller having weight 8 to 10 Mt etc.complete

Polycarbonate Sheet - Supply & Fixing of 2mm thk polycarbonate sheets as per drawing & as directed by engineer in- charge AS Directed by Engineer Incharge

ELECTRIFICATION

Supplying & errectting PVC armoured cable 3 core 6 sq mm in trench/wall

Supplying & errectting PVC armoured cable 3 core 10 sq mm

Making the trench in soil

Making the trench in murum & hard rock

Supplying & laying 75 mm dia G.I.pipe Bgrade

Supplying & laying 25 mm dia G.I.pipe A grade

S & E heavy duty flange cable glands 2 to 4 core 2.50 sq mm / 2 to 4 core 4 sq mm

P point wiring for street light 3 core 1.5 sq mm

S & E waterproof powder coated distribution board 4 way 2 x 6 Amp S P M C B

S & E mains with PVC unarmoured cable 3 core 2.5 sq mm

S, E & marking M C B of double pole 16 Amp.

Supplying shockproof type hand lamp

Supplying and erecting LED Street light fitting suitable for 20 to 25W,including street light bracket

S & E G.I. earth plate 60 x 60 x 0.6 cms

S & E sheet metal one way enclosures for MCB

Point wiring for light bell with 2-1.5 sq mm PVC insulated wire

Point wiring for independent plug with 2-1.5 sq mm PVC insulated wire

Point wiring with 2-1.5 sq mm PVC insulated wire

S & F CFL lamps 11 W

S & E marine plywood 19 mm tk

P & F M S boxes of 16 swg

Supplying & erecting ready to use Retrofit T8 LED 18 / 20 tube light with polycarbonate body, heat sink, integrated HF electronic driver complete & compatible to T8 / T12 LED luminaire by disconnecting starter & ballast if necessary.

S & E 4 pole insulator only switch version of MCB of 40 Amp

S & E 40 mm dia G.I.pipe 2.5 m lenghth for earthplate

ROYALTY CHARGES

Royalty for Sand

Royalty for murum and Other material

QUALITY CONTROL & LAB TESTING

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

i)Mix Design M20 with all tests on basic materials

ii)Concrete cube compressive strength for M20

iii) Rebound hammer Test For M10

ii)Concrete cube compressive strength For M10

iii) Rebound hammer Test For M20

i)Water absorption, Specific gravity,Impact value,Crushing value

ii)Gradation

iii) Combined Flakiness & Elongatio of single metal

iv) Atterberg limit of screening material

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

Crushing value,/ compressive strength, water absorption, Specific Gravity. For Gr I & Gr II

Yield stress, ultimate tensile stress, elongation, weight per running meter.

Fineness Modulus, silt content.

i) Gradation

ii) Atterberg Limit

iii) Moisture content prior to compaction

iv) Density of compacted layer

v) Proctor Test

Binder Content

Penetration, softnening point, flash and fire point specific Gravity

Viscocity

Management Strategies and implementation plan (MSIP) to manage the Environmental Social Health and safety (ESHS) risks and ESHS Code of Conduct

Akshay Rajkumar Bhansali