Interception Diversion and STP works in Ramgarh Town, Jharkhand

Amount

Barricading

Providing sal ballah barricading with average 150 mm dia. and 2M long sal ballah post at interval of 2.5 M Centres fixed 0.5 M (average) below ground,packed with earth and Brick bats, well watered and rammed with three rows of average 100mm dia. Sal ballah horizontal runners fixed with iron spikes and wires, white washing one coat to exposed surface, dismantling the barricade after function, filling holes, carriage of sal ballah from and to godown up to 5 K.M. lead, stacking them in countable stacks in godown including cost of all labour and materials and taxes all complete job as per specification and direction of E/l. (Grith to be measured at 1m from bottom)

Earth Work

Excavation for road work in soil with Dozer (Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment /dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)

Excavation in soil by manual means in soil using manual means (Exacavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres.)

Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with Disposal upto 1000 metres (Excavation for roadwork in Ordinary Rock with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m.)

Exacavation in Ordinary Rock by Manual Means. (Exacavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 metres.)

Extra rates for quantities of works, executed in or under water and/or liquid mud, including pumping out water as required

Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I.

Timbering/ Shoring

Close timbering in trenches including strutting. Shoring and packing cavities (wherever required) depth not exceeding 1.5 mtr complete as per specification and direction of Engineer in charge (measurement to be taken of the face area timbered )

Close timbering in trenches including strutting. Shoring and packing cavities (wherever required) for each additional depth of 1.5 mtr complete as per specification and direction of Engineer in charge (measurement to be taken of the face area timbered )

Carriage Rate of materials

Timber

Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered).

Depth upto 1.5 m

Depth exceeding 1.5m but not exceeding 3.0m

Depth exceeding 3 m but not exceeding 4.5 m

Carriage Rate of materials

Timber

Steel shoring in Manhole,shafts, wells, cesspits including strutting , shoring and packing cavities where required complete including all material, labour, tools etc. with all lead and lift complete in all working conditions like subsoil, water etc. and as directed by the Engineer -in-charge. (Measurement to be taken of the face area provided with shoring)

Depth upto 1.5 m

Depth exceeding 1.5m but not exceeding 3.0m

Depth exceeding 3 m but not exceeding 4.5 m

Depth exceeding 4.5 m but not exceeding 6.0 m

Depth exceeding 6.0 m but not exceeding 7.5 m

RCC (NP3) Pipe

Providing at site, lowering & laying in trenches, aligning & jointing of RCC Pipes NP3 class (with s/s ends) IS: 458 - 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical /vibrated casting process all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost RUIDP 81 SOR 2022 Code No Description Unit Rate Rs. of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for esting) etc., complete as directed by Engineer.

300 mm dia (ID)

400 mm dia (ID)

500 mm dia (ID)

600 mm dia (ID)

800 mm dia (ID)

900 mm dia (ID)

Add extra for manufacturing of RCC pipe with Sulphate Resistant Cement instead of OPC/PPC cement

300 mm dia (ID)

400 mm dia (ID)

500 mm dia (ID)

600 mm dia (ID)

800 mm dia (ID)

900 mm dia (ID)

Providing and supplying ISI mark centrifugally Cast ( Spun) Ductile Iron Pipes of 100mm and above all diameter for Water works with socket & spigot ends confirming to IS:8329 /2000 in standard working lengths of 4.5, 5.5 & 6.0 M for classification K-9/K-7 suitable for push-on-joint( Rubber Gasket D jointing) with cement mortar lining inside the pipes with outside Zinc and bituminous coating.

500 mm dia

800 mm dia

900 mm dia

Providing and supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes complete as per IS-1923 Class K-12.

500 mm dia (socketed with flandge)

800 mm dia (socketed with flandge)

900 mm dia (socketed with flandge)

Supplying labours, tools, tackles, lubricant etc. for laying and jointing C.I.S/S tyton pipes (class LA) /D.I. pipe in trenches supplying rubber gasket (Rubber gaskets confirming to I.S.S.- 5382- 1969) and making gasket joints including providing night guard,barrier and red light to safe guard against accident, all complete (Pipe to be suppllied departmenatlly free of cost and laying of pipes is to be done as per I.S.S.3114-1985) as per design, specification and direction of E/I.

500 mm dia

800 mm dia

900 mm dia

Labour charge for one cutting of DI / CI pipes and specials including supplying, necessary tools and plants, chipping or refilling the surface finish as per specification and direction of E/I

500 mm dia

800 mm dia

900 mm dia

Bedding

Providing sand bedding having width= outer dia of pipe (BC)+400 mm ,thickness of levelling course (M10) = 150mm, with graded sand of 100% passing through 4.75 mm sieve, laying in layers of thickness 100 mm below and 100 mm above pipe including watering ramming, consolidation, dressing etc complete for HDPE pipes as per Technical Specifications and as per direction of Engineer-in-charge.

Levelling Course (M10) - 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

Carriage Rate of materials

Cement

Aggregates stone metal

Sand Filling in foundation trenches as per drawing & technical specification

Carriage of Material

Providing PCC M 15 in foundation in bedding with nominal mix of (1:2:4) approved quality of stone metel of 40 mm size graded and locla river sand (washed and screened) including screening,shuttering, mixing, cement concretein mixer and placing in possition,vibrating, striking,curing ,taxes and royaity all complete

Carriage Rate of materials

Cement

Aggregates stone chips

Extra for laying concrete in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete.

Brick Manholes

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design.

0.91 m deep with S.F.R.C. cover and frame (heavy duty,HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.With Sewer bricks conforming to IS : 4885

Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m

Inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) including screening curing with all leads and lifts of water, scaffolding taxes and royality all complete as per specification and direction of EIC

Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design.

1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately),With Sewer bricks conforming IS : 4885

Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m

Inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) including screening curing with all leads and lifts of water, scaffolding taxes and royality all complete as per specification and direction of EIC

Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design

2.30 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.(Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately),With Sewer bricks conforming IS : 4885

Extra depth for circular type manhole 1.52 m internal dia (at bottom)beyond 2.30 m

Inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) including screening curing with all leads and lifts of water, scaffolding taxes and royality all complete as per specification and direction of EIC

Providing orange colour safety footrest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x 25 mm and overall minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to withstand the bend test and chemical resistance test as per specifications and having manufacturer's permanent identification mark visible even after fixing, including fixing in manholes with 30 x 20 x 15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.

Drop Manhole

Providing sand cast iron drop connection externally for 60 cm drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased all-round with cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:4 (1 cement : 4 coarse sand) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall, lead caulked joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1 fine sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and specifications :

150 mm dia Sand cast Iron Drop connection

Extra for depths beyond 60 cm of sand cast iron drop connection complete:

For 150 mm dia sand cast iron drop connection

Dismantling of roads

Concrete Pavement :

Dismelting of Plain cement concrete or lime concrete work including stacking service materials in countable stacks within 15 m lead and disposal of unserviceable materilas with all leads all complete as per direction of EIC

Bituminous Road :

By Mannual Means Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately.

Granular course

Bituminous course

Restoration of Road

Concrete Pavement :

Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)

Carriage Rate of materials

Cement

Aggregates stone chips

Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing)

Carriage Rate of materials

Cement

Aggregates stone chips

Steel

Water Bound Mecadam :

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.

Grading- II 75mm thick (Using Screening Crushable type such as Moorum or Gravel)

Carriage Rate of materials

Moorum

Bitumen Road :

Using Crusher Run (Construction of granular sub-base using crusher run ,spreading in uniform layers with mator grader on prepared surface ,mixing by mix in place method with rotovator at OMC, and compating with vibratory roller to achieve the desired density, complete as per clause 401)

For grading- II Material

Carriage Rate of materials

Aggregates stone chips

Wet Mix Macadam plant mix method (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.)

With Vibratory Roller

Aggregates stone chips

A Dense Graded Bituminous Macadam Grading-I (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects..) with VG-30 Grade Packed Bitumen

for Grading I ( 40 mm nominal size )

Carriage Rate of materials

Aggregates stone chips

Bitumen

Bituminous concrete Grading- I with (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) with Bulk VG30 Bitumen.

(i) for Grading-I

Carriage Rate of Material

Aggregates stone chips

Bitumen

Prime coat (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.)

Carriage Rate of materials

Bitumen

Tack Coat on Bituminous surface (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.)

Carriage Rate of materials

Bitumen

Interceptor for Sanitary Flow

Intercepting & Diverging Chambers (I&D) including civil works, weirs and hydro-mechanical complete in all respct

Chamber -1 (11 m X 7.5 m - Grit Chamber) with 10 Numbers of Piers

Chamber -2 (15 m X 14 m - Grit Chamber) with 07 Numbers of Piers

Chamber -3 (9 m X 4 m - Grit Chamber)with 05 Numbers of Piers

Sewage Treatment Plants

Construction of 17.00 MLD STP with -SBR technology (for North Zone) including electromecnical items, office building, lab and equipment, boundary wall, campus development, water supply, drainage, sewerage, internal and external electrification, disinfection, DG set, SCADA and Online monitering system Etc.

ISPS 4 Nos. (ISPS 1 North Zone,ISPS 2 North Zone , ISPS 3 Soth Zone, ISPS 4 South Zone ) including Secqurity Room and Electromechnical items, campus development, water supply, drainage, sewerage, internal and external electrification, disinfection, SCADA and Online monitering system Etc.

Instalation of DG SET

Supply , Installation, Testing and Comissioning of Silent DG Set (As per latest CPCB emission norms) having specifications as per A, B, C, D, E, F,G,H Radiator Cooled & Turbo Charged /AC

IPS N-1 (70 KVA +70 KVA)

IPS N-2 ( 200 KVA+140 KVA)

IPS S-1 ( 100 KVA +100 KVA)

IPS S-2 ( 250 KVA + 180 KVA)

Staff Quarters & Boundary wall

Construction of Staffquarter including Civil and Electrical work

Construction of Guard room including Civil and Electrical work

Boundary wall for IPS

Wicket Gate for IPS

Outfall Structures

Providing Outfall structure (2000mm x 3000 mm) at the discharge point of Storm Water Drains into receiving water body

Providing gate (2000mm x 3000 mm) where storm water is directly discharged into Water bodies to prevent back flow at the time of peak flow

Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting with in a lead of 50 M and liftof 1.5 M all complete as per building specification and direction of E/l

Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious / semipervious materials on both sides of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge. Note: Maximum top width payable shall be 2 Mtr. and maximum payable side slopes shall be 1.5 horizontal to 1 vertical, if the constructed top width of the side slopes are less, then the measurements at actual are payable. Extra top width or flat slopes are not payable. Contractor is free to use ballies, plastic sheets, piles, pipes, CGI sheets for supporting hearting materials instead of impervious/ semi-pervious hearting materials for which no extra payments shall be payable. 30% payment shall be withheld for dismantling of coffer dam.

Dewatering the excavated trenches and pools of water in the building trenches/pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery ,labour, fuel), etc. complete.

Sheet Piling: Sheet piling including supply of material, installation, support and reinforcing, removal, abandonment inplace where required, as per specification and direction of E/I

Crossing

Highway/Railway Crossing by Trenchless Technology

Approch Road

EARTHWORK

Excavation for road work in soil with Dozer (Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment /dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)

Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with Disposal upto 1000 metres(Excavation for roadwork in Ordinary Rock with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)

Surface drains in ordinary rock Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the reuirement of clause 301 and 309. Excavated material to be used in embankment at site within a lead of 1000 metres)

Manual Means

Construction of Embankment with material deposited from roadway cutting (construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2

Rolling with vibratory roller

Construction of Embankment with Material Deposited from Roadway Cutting (construction of embankment with approved material pbtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2

Rolling with vibratory roller

By Mix in Place Method Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. for grading -II Material

Bituminous Road :

Bituminous Concrete Grading-I (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.2 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects) with Bulk VG30 Packed Bitumen.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Dense Graded Bituminous Macadam Grading-I (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.) with VG-30 Grade Packed Bitumen.

Prime coat Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.)

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..)

Solar Power Plant

O&M of STP, Manpower, chemicals and all other charges wth performance based for 17 MLD (STP-1) & 23 MLD (STP-2) for 15 years. (Excluding power charges)

For 1st year

For 2nd year

For 3rd year

For 4th year

For 5th year

For 6th year

For 7th year

For 8th year

For 9th year

For 10th year

For 11th year

For 12th year

For 13th year

For 14th year

For 15th year

ENVIRO INFRA ENGINEERS LIMITED

CHEVROX CONSTRUCTIONS PRIVATE LIMITED

Shapoorji Pallonji Co Ltd