Widening and Strengthening of Panchkosi Parikrama Marg in 4 Lane Ch-0.00-10.775 (Length 9.025Km) in District Ayodhya

Amount

Clearing and Grubbing Road Land .(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.) as per MORT&H Specification Clause 201 SI No.- 2.3 By Mechanical Means In area of thorny jungle

(Dismantling & Demolition) Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) as per MORT&H Specification Clause 202 SI No.- 2.4 By Mechanical Means

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) as per MORT&H Specification Clause 202 SI No.- 2.5 By Mechanical Means

(Earth work) Excavation for roadwork in soil 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) as per MORT&H Specification Clause 301 SI No.- 3.6 By Mechanical Means

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) as per MORT&H Specification 305 SI No.- 3.18 By Mechanical Means

Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials 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) as per MORT&H Specification Clause 305 SI No.- 3.17 By Mechanical Means

(Sub base, Base (Non Bituminous) 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-I material

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.) As per MORTH Specification Clause 406 SI No.- 4.14 Wet Mix Macadam (Plant Mix Method)

(Bases and Surface Courses (Bituminous) Providing and applying primer coat with bitumen emulsion (SS-2) 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 Prime Coat over WMM/WBM As per MORTH Specification Clause 502 SI No.- 5.10

Tack Coat on Bituminous surfaces (Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.) As per MORTH Specification Clause 503 SI No.- 5.2

Dense Graded Bituminous Macadam-II (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 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.) (30% rec +70% fresh) As per MORTH Specification Clause 505 SI No.- 5.04

Dense Graded Bituminous Macadam-II (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 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 SI No.- 5.04 complete in all respects.) ( fresh)

Bituminous Concrete Grading -II (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 per cent 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. 507 SI No.- 5.5 complete in all respects)

Providing and Laying of 80 MM thick rubber moulded reflective zigzag shape interlocking tiles of precast compressive strength in grey and red colour one prepared base GS be using local Sam for levelling and joined film I buy see all cost of labour and peas et cetera required for proper completion of work

Chequred Tiles on Footpaths and Separators (Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with precast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel.) as per MORTH specification clause No. 410 SI No.- 4.19

(Longitidinal Drains/duct) Plain/Reinforced Cement Concrete PCC for M-15 in Open Foundation complete as per Drawing and Technical Specifications. With Batching Plant, Transit Mixer and Manual placing as per MORTH specification clause No.1500, 1700 & 2100 SI No.-12.8 case -II

Plain/Reinforced cement concrete M30 in duct, Drain/Chamber complete as per drawing and technical specifications. With Batching Plant, Transit Mixer and Manual placing for longitudinal drains, electrical duct. as per MORTH specification clause No.1500, 1700 & 2100 SI No.-12.8 case -II

P/L D/I pipe 100mm dia for connecting KC drain, U-drain @ 50 meter center to center

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications for longitudinal drains, electrical duct, encasing. as per MORTH specification clause No.1600 SI No.-12.40

Providing weep holes in Plain/ Reinforced concrete with 110 mm dia PVC pipe, with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications as per MORTH specification clause No.2706 & 2200 SI No.-9.17

Providing grating with frame of specified size for the drain water inlet all complete as per direction and approval E/I

Construction of Saucer drain of Plain/Reinforced Cement Concrete grade M15 in Open Foundation complete as per Drawing and Technical Specifications. as per MORTH specification clause No.1500, 1700 & 2100 SI No.-12.8 case -II

Plain/Reinforced cement concrete M20 in Drain/Chamber complete as per drawing and technical specifications. With Batching Plant, Transit Mixer and Manual placing . as per MORTH specification clause No.1500, 1700 & 2100 SI No.-12.8 case -II

Supplying, Fitting and Placing un-coated MS angle in Foundation in electrical duct. for encasing complete as per Drawing and Technical Specifications. as per MORTH specification clause No.1600 SI No.-12.40

(Road Furniture) Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per MORTH specification clause 409 SI No.-8.1 )

Providing and applying of Paint (SUMMER SEAL Paint for 20,000 sq mt area) from Ghaziabad (U.P) (qty :- 19930 sqm) proper completion of work as per direction of E/I.

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 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 No. 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) As per MORTH specification clause No.811 SI No.-8.2

Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation) Pipe dia of 0.6 m 250m interval for electrical cables

Supplying and fixing of Dholpur Red Sand Stone Benches at 200 mtr interval on both sides as per the attached drawing. Sitting Slab: 60 inch (L), 3 Inch (T), 24 Inch (W), Back Support Slab : 18 inch (H), 3 inch (T), 60 inch (L), Stand (Paya) : 42 inch (H), 30 inch (W), 3 inch (T)

Supplying and Fixing of Stainless steel Queue-Shelter- Vertical Pillar Round: 110x110x3mm, Roof Horizontal Pillar : 110x110x3mm, Roof Connecting Pipe - Frame : 50x50x2mm, Inner Back Advertisement Panel : (Size 3'x3'), 1 Nos Frot Advertisement Panel (5'x2'), With 125x75x75mm Arch Shape Box, Front Door : 2mm Thick Sheet, Front cover : 3mm Should Polycarbonate Unbreakable, Center Sheet : 1 mm Milky White Polycarbonate Sheet, Back Cover with GI Sheet : 1mm, Built with Led Tube Lights and All Fittings, Locking System : LN key Screw, Seating : 3+3 Persons, Roof Top Structure Frame - 50x50x2mm Thick Pipe Frame, 10/12mm Roof Top Cover Multiwall, Base Plate - 300mmx300x10mm as per direction and approval E/I

P/F E-Toilets of specified size as per direction and approval E/I

P/F water Kiosk of specified size as per direction and approval E/I

P/F steel dustbin at every 100m interwal of specified size as per direction and approval E/I

Supplying and fixing of Monkey protection for Lights (Barbed wire of 2.5 mm wire thickness @ 6 m per kg wrapped around Electric pole for) as per attached drawing and specification.

Supply of 9 Mtr height decorative street light having cast iron decorative base and pipe dia of 193 mm OD of 1 mtr long , middle dia 114 mm with decorative cast iron decorative reducer jointing with 89 mm OD straight pipe with ornamental cast iron decorative ring. Pole shall be mounted on square base plate 300*300 *16 mm thickness suitable for mounting on 4 nos foundation bolts. The Pole Shaft should be fabricated out of Steel tube of grade YST 240.and batch test reports for chemical and mechanical properties of material should be submitted along with the bid. Structurally designed base plate of Steel A36/A572-50 or equivalent should be welded with the pole shaft. The welding shall be of high quality, carried out by qualified welders using approved welding procedures and tested for its quality through NDT method, such as DP Test.The pole shall be provided with an opening at the bottom with removable cover for providing connectors, MCB, etc. (to be supplied by others). Appropriate reinforcement shall be provided to compensate for the loss of section at this point to ensure overall structural stability of the pole under specified operating conditions.The pole shaft structure shall be hot dip galvanized through single dip process as per ASTM A123 and minimum average coating shall not be less than 65 microns. No mechanical operation, such as welding, drilling, etc. should be carried out on the pole structure post hot dip galvanizing. Poles using pre galvanized steel tubes or hot dip galvanized through double dip process are not acceptable.Complete pole shall be treated with high quality primer and thereafter coated with Polyurethane pain to minimum average DFT of 70 microns. The painting shall be carried out by experienced and trained technicians using proven and established painting procedure. controlled’ paint drying process shall be used to ensure proper adhesion and finish of the paint.wind speed of 169kmph without any deformation or damage to the structure. Make: Kesslec/Neri/Rosa/Simes .etc., complete for finished item of work as per detail spections and direction of E/I

Supply and fixing of suitable out door type feeder piller box made with 14 SWG CRCA sheet after 7 tank process including MCC 63A FP MCB, 12 Nos SP MCB's,din chanel, bus bars, 6 Sqmm 3 core copper cable for internal wiring , contactor, Timer,connectors and provision for energy meter.etc., complete for finished item of work as per detail spections and direction of E/I

Supply, Laying and testing of 4 C X 16 Sqmm, XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor .etc., complete for finished item of work as per detail spections and direction of E/I

Supply, Laying and testing of 4 C X 50 Sqmm, XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor .etc., complete for finished item of work as per detail spections and direction of E/I

Supply and Transportation of 2Cx2.5 sq.mm XLPE/PVC insulated & PVC sheathed armoured cables of 1.1 KV grade with copper conductor as per IS 7098 Part-I -1988.etc., complete for finished item of work as per detail spections and direction of E/I

Supply and laying of HDPE pipe of 63mm for streetlighting.etc., complete for finished item of work as per detail spections and direction of E/I

Pipe HDPE 160 mm dia for cablelaying(pipe to be laid by HDD method) for road crossing .etc., complete for finished item of work as per detail spections and direction of E/I

8 SWG GI wire(0.104Kgs/1Mtr) .etc., complete for finished item of work as per detail spections and direction of E/I

Labour for making of earthing 40mm dia 15M long GI pipe vertically for eathing having 12mm dia holes spaced 75 mm apart drilled up to2 M from the bottom all complete .etc., complete for finished item of work as per detail spections and direction of E/I

P/F Gland and lugs of specified size as per direction and approval E/I in entire ch 0.00-10.775

Providing & erecting Trellis etc., complete for finished item of work as specified size as per direction and approval E/I

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Depth upto 3 m . as per MORT&H Specification 304 Sr. No. 12.1 By Mechanical Means forToilet Block

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification 710.1.4.of IRC:78 & 2200 Sr. No 9.26 for sandy material forToilet Block

Plain/Reinforced Cement Concrete grade M15 in Open Foundation complete as per Drawing and Technical Specifications. as per MORTH specification clause No.1500, 1700 & 2100 SI No.-12.8 case -II levelling course forToilet Block

Plain/Reinforced cement concrete M30 in Drain/Chamber complete as per drawing and technical specifications. With Batching Plant, Transit Mixer and Manual placing . as per MORTH specification clause No.1500, 1700 & 2100 SI No.-12.8 case -II forToilet Block

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications for longitudinal drains, electrical duct, encasing. as per MORTH specification clause No.1600 SI No.-12.40 forToilet Block

First class brick work in 1:4 cement and Coarse sand of 1.25 F.M. Morter in foundation in plinth& super structure including supply of all materials ,labours and T &P required for completation of work l-230mm thick forToilet Block

2.5 cm 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2 cm graded approved stone, grit laid in panels finished with 3 mm (1/8") floating coat of neat cement or cement and marble dust in ratio of 5:1 a specified over slab base incloding removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and Tools & Plants etc. required for proper completion of the work as per S.I. No.- as per S No 600 SoR forToilet Block

12 mm thick Plaster with cement and fine sand of 1.25 F.M. mortar in (1:3),labour for raking ,washing ,plastring over brick work minimum thickness not less than 10 mm thick including supply of material labour T & P etc required for proper completion of work. forToilet Block

Interior and exterior Painting as per direction and approval E/I forToilet Block

Supplying and fixing of Flush doors commercial quality conforming to IS. 2202 Part I (1983) incliding Fixing and adjusting of Hinges. Bolts, locks, handles, springs. Fitting with necessary screws to be supplied departmentally 40mm thick

P/F PVC Doors size 0.75m x 2.1m as per direction and approval E/I forToilet Block

P/F Ventilators of size 0.6m x 0.6m as per direction and approval E/I forToilet Block

Electrical work for 6 No toilet block complete as per direction and approval E/I

Plumbing work for 6 No toilet block complete as per direction and approval E/I

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Depth upto 3 m . as per MORT&H Specification 304 Sr. No. 12.1 By Mechanical Means for box culverts

Plain/Reinforced Cement Concrete grade M15 in Open Foundation complete as per Drawing and Technical Specifications. as per MORTH specification clause No.1500, 1700 & 2100 SI No.-12.8 case -II levelling course for box culverts

Plain/Reinforced cement concrete M30 in Drain/Chamber complete as per drawing and technical specifications. With Batching Plant, Transit Mixer and Manual placing . as per MORTH specification clause No.1500, 1700 & 2100 SI No.-12.8 case -II for box culverts

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications for longitudinal drains, electrical duct, encasing. as per MORTH specification clause No.1600 SI No.-12.40 for box culverts

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification 710.1.4.of IRC:78 & 2200 Sr. No 9.26 for Granular material behind Side wall for box culverts

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 complete as per drawing and Technical Specification. Behind Retaining wall as per MORTH specification clause No.710.1.4.of IRC:78 and 2504.2 SI No.-13.10 Behind Side wall for box culverts

100 mm dia Weep Holes for side walls as per direction and approval E/I for box culverts

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Depth upto 3 m . as per MORT&H Specification 304 Sr. No. 12.1 By Mechanical Means for retaining wall

Plain/Reinforced Cement Concrete grade M15 in Open Foundation complete as per Drawing and Technical Specifications. as per MORTH specification clause No.1500, 1700 & 2100 SI No.-12.8 case -II for retaining wall

Plain/Reinforced cement concrete M30 in Drain/Chamber complete as per drawing and technical specifications. With Batching Plant, Transit Mixer and Manual placing . as per MORTH specification clause No.1500, 1700 & 2100 SI No.-12.8 case -II for retaining wall

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications for longitudinal drains, electrical duct, encasing. as per MORTH specification clause No.1600 SI No.-12.40 for retaining wall

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 complete as per drawing and Technical Specification. Behind Retaining wall as per MORTH specification clause No.710.1.4.of IRC:78 and 2504.2 SI No.-13.10 for retaining wall

Weep holes for return wall as per direction and approval E/I for retaining wall

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification 710.1.4.of IRC:78 & 2200 Sr. No 9.26 behind Side wall around completed foundation of return wall with granular material for retaining wall

P/L 300mm thick. Stone Pitching for revetment as per direction and approval E/I for protection works and apron

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification below Revetment as per MORT&H Specification 2504 Sr. No. 15.5 Granular below revetment for protection works

Protection work-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 complete as per drawing and Technical Specification. Behind Retaining wall as per MORTH specification clause No.710.1.4.of IRC:78 and 2504.2 SI No.-13.10l for protection works

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Depth upto 3 m . as per MORT&H Specification 304 Sr. No. 12.1 By Mechanical Means (U/s and D/s) for apron

Plain Cement Concrete in levelling course excluding reinforcement complete as per drawings and Technical Specifications Sections1500, 1700 and 2100. M15 grade levelling course for apron

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Depth upto 3 m . as per MORT&H Specification 304 Sr. No. 12.1 By Mechanical Means (U/s and D/s) for flexible apron

P/L 300mm thick. Stone pitching as per direction and approval E/I for flexible apron

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Depth upto 3 m . as per MORT&H Specification 304 Sr. No. 12.1 By Mechanical Means for PCC curtain wall

Plain/Reinforced Cement Concrete grade M15 in Open Foundation complete as per Drawing and Technical Specifications. as per MORTH specification clause No.1500, 1700 & 2100 SI No.-12.8 case -II for PCC curtain wall

Dismantling of Stone work including T&P and sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) as per MORT&H Specification 202 SI No.- 2.4 By Mechanical MeansStone/Brick Structures of Head wal Stone/Brick Structures of Head wall

Dismantling of RCC including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) as per MORT&H Specification Clause 202 SI No.- 2.4 By Mechanical Means

P/L NP4 pipe of 600mm dia for Utility crossing as per direction and approval E/I

P/L 1.2m diameter pipe (NP4 category) as per direction and approval E/I for pipe culverts

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Depth upto 3 m . as per MORT&H Specification 304 Sr. No. 12.1 By Mechanical Means for pipe culverts

Plain Cement Concrete in levelling course excluding reinforcement complete as per drawings and Technical Specifications Sections1500, 1700 and 2100. M 20 grade PCC for pipe culverts

Plain/Reinforced Cement Concrete grade M15 in Open Foundation complete as per Drawing and Technical Specifications. as per MORTH specification clause No.1500, 1700 & 2100 SI No.-12.8 case -II for pipe culverts

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Depth upto 3 m . as per MORT&H Specification 304 Sr. No. 12.1 By Mechanical Means for pipe culverts

P/L 300 thick. Stone pitching for Revetment as per direction and approval E/I for pipe culverts

P/L 300 thick. Stone pitching for Apron as per direction and approval E/I for pipe culverts

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification below Revetment as per MORT&H Specification 2504 Sr. No. 15.5 Granular for pipe culverts

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification 710.1.4.of IRC:78 & 2200 Sr. No 9.26 behind Side wall around completed foundation of return wall with granular material Granular Bedding Below Pipe for pipe culverts

Back filling in Quadrants complete as per drawing and Technical Specification 710.1.4.of IRC:78 & 2200 Sr. No 9.26 for sandy material in Quadrants as per direction and approval E/I for pipe culverts

Dismantling of pipe culvert including T&P and sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) as per MORT&H Specification 202 SI No.- 2.4 By Mechanical MeansStone/Brick Structures of parapet wall for pipe culverts

Dismantling of pipe culvert including T&P and sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) as per MORT&H Specification 202 SI No.- 2.4 By Mechanical Means hume pipe Up to 600 mm dia for pipe culverts

Dismantling of pipe culvert including T&P and sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) as per MORT&H Specification 202 SI No.- 2.4 By Mechanical Means hume pipe between 600 mm to 900 mm dia for pipe culverts

Dismantling of pipe culvert including T&P and sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) as per MORT&H Specification 202 SI No.- 2.4 By Mechanical Means hume pipe Above 900 mm for pipe culverts

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Depth upto 3 m . as per MORT&H Specification 304 Sr. No. 12.1 By Mechanical Means for Apron in all types of soil for pipe culverts

LVUP Structure at Km 3:(Under Pass) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Depth upto 3 m . as per MORT&H Specification 304 Sr. No. 12.1 By Mechanical Means for LVUP Structure

P/L Plain/Reinforced Cement Concrete grade M 15 in Open Foundation complete as per Drawing and Technical Specifications. as per MORTH specification clause No.1500, 1700 & 2100 SI No.--9.14 G case -II for LVUP Structure

P/L Plain/Reinforced Cement Concrete grade M35 in Open Foundation complete as per Drawing and Technical Specifications. as per MORTH specification clause No.1500, 1700 & 2100 SI No.-9.14 G case -II foundation for LVUP Structure

P/L Plain Cement Concrete/ Reinforced Cement Concrete in foundation and substructure excluding reinforcement complete as per drawings and as per MORTH specification clause No.1500, 1700 & 2100 SI No.-9.14 H case -II . M35 grade Substructure for LVUP Structure

P/L Plain Cement Concrete/ Reinforced Cement Concrete in foundation and superstructure excluding reinforcement complete as per drawings and as per MORTH specification clause No.1500, 1700 & 2100 SI No.-12.8 case -II . M35 grade Superstructure for LVUP Structure

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 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 No. 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) for LVUP Structure

Providing & Laying of PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification for LVUP Structure

Reinforced cement concrete (M-30 grade) approach slab including reinforcement and formwork complete as per drawing and Technical specification as per MORTH specification clause No.1500, 1700 & 2100 SI No.-12.8 case -II for LVUP Structure

Providing/fixing Down take PVC pipe for drainage of storm water with 110 mm dia , extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications for LVUP Structure

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.for LVUP Structure

Providing and laying wearing Coat of 65mm thick with Mastic Asphalt 25mm & Bituminous Concrete 40mm with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope. for LVUP Structure

Providing Drainage Spouts complete as per drawing and Technical specification for LVUP Structure

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications for longitudinal drains, electrical duct, encasing. as per MORTH specification clause No.1600 SI No.-12.40. for LVUP Structure

Construction of embankment with approved Soil material obtained from approved borrow areas complete with all leads and lifts as per Technical Specification Clause 305. for LVUP Structure

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications for longitudinal drains, electrical duct, encasing. as per MORTH specification clause No.1600 SI No.-12.40 for LVUP Structure

Toe Wall Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Depth upto 3 m . as per MORT&H Specification 304 Sr. No. 12.1 By Mechanical Means

Toe Wall Sand filling in foundation including watering, ramming, consolidating and dressing complete including lead upto 50m. And lift upto 1.5m. including cost of sand.

Toe Wall Plain/Reinforced Cement Concrete PCC for M-15 in Open Foundation complete as per Drawing and Technical Specifications. With Batching Plant, Transit Mixer and Manual placing

Toe Wall Plain/Reinforced cement concrete M20 in Retaining wall complete as per drawing and technical specifications. With Batching Plant, Transit Mixer and Manual placing in Base

Toe Wall Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

Toe Wall Dewatering by 5HP deisel pump including suction and delievery pipe, operator, khalasi and POL completewith all respect @ Rs 35.00/HP/Hrs= 35x5=Rs 175.00/Hrs as per SOR Ch-1(B)/8

Toe Wall 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 300 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 complete as per drawing and Technical Specification. Behind Toe wall as per MORTH specification clause No.710.1.4.of IRC:78 and 2504.2 SI No.-13.10 Behind Side wall

Toe Wall Providing and laying 300mm thick boulders apron on slope of embankment for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering.

Chute drain Plain/Reinforced Cement Concrete PCC for M-15 in Open Foundation complete as per Drawing and Technical Specifications. With Batching Plant, Transit Mixer and Manual placing

Plain/Reinforced cement concrete M20 in Retaining wall complete as per drawing and technical specifications. With Batching Plant, Transit Mixer and Manual placing in Base

C S Infraconstruction Limited