Construction of Bypass for Bhokar City Km. 0/00 to 5/00 Tq.Bhokar Dist.Nanded (Lenth 3.997Km)

Amount

PART(A) Work portion (Above Serial Number generated from only NIC Tender purpose. Please follow details of Serival number display in Tender Documents. )

SITE CLEARANCE & DISMANTLING

Item No.1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Item No.2 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.

Item No.3 Excavation for roadway in hard rock by controlled blasting including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stocking as directed.

Item No.4 Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading or stacking as directed.

Item No.5 Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. 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)

Item No.6 Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed.

GRANULAR BASE & SUB-BASE COURSES

Item No.7 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

Item No.8 Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver.

BITUMINOUS & CEMENT CONCRETE COURSES

Item No.9 Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 Kilogram/Square Metre using mechanical means.

Item No.10 Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributer at the rate of 0.20Kilogramper Sq.M. on the prepared bituminous cleaned with mechanical broom

Item No.11 DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG- 30 bulk bitumen rates are considered to arrive at rates)

Item No.12 BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates)

PIPE CULVERTS

Item No.13 Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By Mechanical Means ) a) Upto 1.50m lift Normal Rate

Item No.14 Providing and laying in situ / ready mix controlled grade of M15 of trap /granite /quartzite /gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) VSI sand crushed, excluding reinforcement)

Item No.15 Providing and laying in situ / ready mix controlled grade of M20 of trap /granite /quartzite /gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications ( VSI sand finely washed etc ), excluding reinforcement)

Item No.16 Providing and laying in situ / ready mix controlled grade of M25 of trap /granite /quartzite /gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications ( VSI sand finely washed etc ), excluding reinforcement)

Item No.17 Providing and laying cement concrete pipe of IS 458:2003 NP-4 class of 1200mm diameter in proper line, level and slope etc. complete

Item No.18 Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.

Item No.19 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40Kilogrameach complete as per drawings and Technical specifications etc. complete. (boulder laid without wire crates)

Item No.20 Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications etc. complete. (by stone/boulder)

Item No.21 Providing and laying filter material underneath pitching in slopes as per drawings and technical specifications etc. complete.

Item No.22 Painting with approved enamel paint in two coats including cleaning surface and lettering for stone etc. Lettering on masonry works with nalla flow direction, span number and location etc. complete.

BOX CULVERTS

Item No.23 Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By Mechanical Means )

Item No.24 Providing and laying in situ / ready mix controlled grade of M15 of trap /granite /quartzite /gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) VSI sand crushed, excluding reinforcement)

Item No.25 Providing and laying in situ / ready mix controlled grade of M25 of trap /granite /quartzite /gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications ( VSI sand finely washed etc ), excluding reinforcement)

Item No.26 Providing and laying in situ / ready mix M-35 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and Natural / VSI standard Artificial Sand) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise.

Item No.27 Providing tar paper bearing including laying in proper position etc. complete.

Item No.28 Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.

Item No.29 Providing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with R.C.C. M 30 Grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular Number RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified etc. complete.

Item No.30 Providing and filling 20 mm thick compressible fibre board in expansion joint complete as per drawings and technical specifications etc. complete.

Item No.31 Providing 100mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface / kerb etc. complete.

Item No.32 Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing and technical specifications etc. complete.

Item No.33 Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.

Item No.34 Providing and laying rubble stone flooring laid in cement mortar 1:3 as per drawings and technical specifications etc. complete

Item No.35 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40Kilogrameach complete as per drawings and Technical specifications etc. complete. (boulder laid without wire crates)

Item No.36 Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications etc. complete. (by stone/boulder)

Item No.37 Providing and laying filter material underneath pitching in slopes as per drawings and technical specifications etc. complete.

Item No.38 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.

Item No.39 Painting with approved enamel paint in two coats including cleaning surface and lettering for stone etc. Lettering on masonry works with nalla flow direction, span number and location etc. complete.

Item No.40 Providing and filling sand in foundation trenches / below Raft as per drawing and technical specifications etc. complete. (Coarse Sand and Gravel )

Item No.41 Prividing and fixing pressure relief pipes of 110 mm diametre of PVC as per drawing for R.C.C Raft, galaries returns, abutments, wing wall etc complete.

DRAINAGE & PROTECTION WORKS

Item No.42 Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By Mechanical Means ) a) Upto 1.50m lift Normal Rate

Item No.43 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed

Item No.44 Providing and laying in situ / ready mix controlled grade of M15 of trap /granite /quartzite /gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) VSI sand crushed, excluding reinforcement)

Item No.45 Providing stone masonry work in cement mortar 1:3 in foundation with watering complete as per drawings and technical specifications etc. complete. (random rubble masonry)

Item No.46 Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.

TRAFFIC SIGNS & MARKINGS

Item No.47 Providing and fixing Cautionary/Warning sign boards in Octagone size of mm made out of mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one Number of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class C ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut- out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier (i) Cautionary / Warning sign boards in Equilateral Triangle size of 900mm

Item No.48 Providing and fixing Mandatory/Regulatory sign boards in circular shape of mm dia made out of mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one Number of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class C ( Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut- out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. (ii) Madatrory /Regulatory sign boards in Circular shape of 600mm dia

Item No.49 Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of mm aluminum sheet bonded with white retro reflective sheeting of Class ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one Number mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade (iii) Informatory sign board rectangular / square in shape having area less than 0.90sqare meter

Item No.50 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 Square Metre 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.

Item No.51 Erection of Over Head Gantry / Cantilever Structure as per Drawings including steel work in trusses,steel tubes cuttings,fixing in position with welding and bolted complete in all respect.

Item No.52 Providing and erecting Overhead signs made out of mm aluminum sheet bonded with white retro reflective sheeting of Class ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67- 2012, with designed back support frame of mild steel angle with vertical and lateral clearance given in clause 801 and 802, duly painted on back side with two coats of grey stove enamel paint and installed as per clause 802.6 over a designed support system of structural steel work trestles and trusses of sections and type as per structural design requirements and approved plans including painting with one coat of epoxy primer and two coats of epoxy finish paint.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-4mm aluminum composite material Class C

Part B Testing Charges Portions (Note : Testing Chrges Amount is Fixed. )

Item No.53 Proviidng Testing Charges From Govt Lab (Details of Testing Charges is available on Tender Booklet)

Cement (in MT)

Standard Consistancy Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness (For each consignment of 50 M.T. or part thereof.)

Coarse Agreegates

i)Water Absorption, Specific Gravity. Impact Value Crushing Value. (At the beginning and if there is change in source)

ii)Sieve Analysis.(1 Test for per 100.00 cum)

iii)Abrasion Value. (At the beginning and if there is change in source)

iv) Flakiness Index/ Elongation Index. (At the beginning and if there is change in source)

v)Stripping Value.(At the beginning and if there is change in source)

vi) Soundness.(At the beginning and if there is change in source)

Mix Design for road

i) G.S.B. Mixed design (At the beginning and if there is change in season)

ii) WMM Mixed design (At the beginning and if there is change in season)

Fine Aggregate

i) fineness modulus(sieve analysis) (At the beginning and if there is change in source)

ii)Chloride and sulphate Content (At the beginning and if there is change in source)

iii)Silt factor (At the beginning and if there is change in source)

Concrete ( for all grades)

i) Compressive strength of C.C.cube (1 cum to 5 cum -1 Test,6 cum to 15 cum -2 Tests,16 cum to 30 cum -3 Tests,31 cum to 50 cum -4 Tests,Additional sample for,each addition of 50cum or,prat therof )

ii)Concrete Mixed design (At the beginning and if there is change in source)

iii) flexural Strength of beam M-30 , M-35& M-40 ( one test for each grade) (At the beginning and if there is change in source)

iv)Permeablity test M-30 , M-35& M-40 ( one test for each grade) (At the beginning and if there is change in source)

Stone / Rubble

i)Crushing value/ Compressive strength, water absortion and specific gravity (At the beginning and if there is change in source)

Soil/ Moorum

i) sieve analysis (1 test per 500.00 cum of soil/ moorum)

ii) liquid limit and plastic limit (1 test per 200.00 cum of moorum)

iii) Compaction test(proctor density) (1 test per 1000.00 cum of soil/ moorum)

iv) C.B.R. test (lab) (1 test per 1000.00 cum of soil/ moorum)

v) field density by sand replacement method (1 test per 500.00 cum of soil/ moorum)

vi) sulphate and chloride contents 91 test per 1000.00 cum of soil/ moorum)

Bitumen V.G.-30

i) penitration , softening point, flash & fire point and specific gravity (1 test per 40.00 MT of Bitumen)

ii) ductility / elastic recovery (1 test per 40.00 MT of Bitumen)

iii) Marshal stability and flow measurement (1 test per 40.00 MT of Bitumen)

Bitumen Mix

i) Job Mix( with all test on basic material for DBM/SDBC/AC/BC) (At the beginning and if there is change in source)

iI) Job Mix ( with all test on basic material for BM) (At the beginning and if there is change in source)

Steel Bar

i)Upto 16 mm (Set of 3 Bars)(Tensile strength, %,Elongation , Yield Stress , Weight-Per Meter , Bend / Rebend Test, Proof Stress.) (One test for every 5.00mt or part thereof of each diameter)

Road sign boards

i) retroreflective test (At the beginning and if there is change in manufacturer)

Thermoplastic paint

i) Glass bead contents & grading analysis.(1 Test of every 1000.00 sqm0

ii)Reflectance & yellowness index. (1 Test of every 1000.00 sqm)

Item No.54 As Per Government of Maharashtra,Revenue and Forest Deparement Gazette No.67 Dt.15 May 2015, States that the Royalty Charges of Rs.400/ Brass (i.e.141.34/Cum) are Considered in DSR for items of Supply of Rubble, Murum, Soil,60mm/40mm Metal (Hand Broken),Royalty Charges are not included in the Rartes. Prevalent Roalty

Other Components (Metal & Murum)

Sharda Construction and Corporation Pvt Ltd