Construction of RCC Bridge no 3/1 on the Road NH 39 Silonijan state Dispencery to Dhansiri par ghat via Panikabasti iincluding approach) under NESIDS for the year 2021-22

CONSTRUCTION OF RCC BRIDGE :- Excavation for Structures (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. Ordinary soil Manual Means With dewatering (i) Depth up to 3.00m

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A Granular material

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 toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm technical specification.

Plain/Reinforced cement concrete, in substructure complete as per drawing and technical specification and steel shuttering formwork F RCC Grade M25 a Height upto 5m Case II With Batching Plant, Transit Mixer and Concrete Pump

Cement concrete for Prestressed concrete in superstructure complete as per drawing and Technical Specification Clauses 1800 & 2300 . (A) M-25

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. Hand railing.

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. A. Well Curb (iii) RCC M-30 Grade. Case II with Batching plant, Transit Mixure and Concrete Pump

(vii) RCC M-30 Grade. Case II with Batching plant, Transit Mixure and Concrete Pump

(vii) PCC Grade M-25 . Case II with Batching plant, Transit Mixure and Concrete Pump

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. D. Intermediate Plug (ii) PCC ,M-25 Grade. Case II with Batching plant, Transit Mixure and Concrete Pump

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. A. Well Curb (vii) RCC grade M-30 . Case II with Batching plant, Transit Mixure and Concrete Pump

Sinking of 8 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level A Sandy soil (i) Depth below bed level upto 3.0 m (a) For 8.00mm Dia Well

Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewedfrom bed level. A Sandy soil (i) Depth beyond 3.00m upto 10.0 M . (b) For 7.00m dia Well

Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewedfrom bed level. A Sandy soil (i) Depth beyond 3.00m upto 10.0 M . (b) For 8.00m dia Well

Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewedfrom bed level. A Sandy soil (i) Depth beyond 3.00m upto 10.0 M . (b) For 7.00m dia Well

Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewedfrom bed level. A Sandy soil (i) Depth beyond 3.00m upto 10.0 M . (b) For 8.00m dia Well

Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewedfrom bed level. A Sandy soil (i) Depth beyond 3.00m upto 10.0 M . (b) For 7.00m dia Well

Sand filling in wells complete as per drawing and technical specifications

Supplying, fitting and placing un-coated Mild steel (IS: 1786 Fe-250) reinforcement complete in foundation as per drawing and technical specification

Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/Shyam steel or equivalent)

Reinforcement in Foundation: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/Shyam steel or equivalent) (a) In well Curb

Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/Shyam steel or equivalent) (b) In Well Staining.

Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/Shyam steel or equivalent) (c) In Well Cape

Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/Shyam steel or equivalent)

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming centimetre to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including. (e) In Sub-Structure

Reinforced Cement Concrete Approached Road Slab including reinforcement and form work complete as per drawing and technical specification. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/Shyam steel or equivalent)

PCC M-15 Grade levelling course below approach slabe and complete as per drawing and technical specification.

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Drainage Spouts complete as per drawing and Technical specification

Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instruction for installation).

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel Section 150 x 75 x 5 mm, 330 mm long complete as per clause 810.

Providing and constructing temporary island for construction of well foundation complete as per technical specification. For 7m dia. Well

Providing and constructing one span service road to reach island location from one pier location to another pier location.

ROAD WORK :- Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit.(i) Girth up to 300mm

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. (i) In areas of light jungles

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) (i) Plain Cement Concrete Struture.

Removing all types of Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 of Specification of Rural Roads. (i) Above 900mm dia

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)

Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 (Including cost of testing of materials at site and laboratory as directed by the deptt.)

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 (300-2) (a), (Including cost of testing of materials at site and laboratory as directed by the deptt.)

Plant Mix Method (Construction of granular sub-base by providing clos egraded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per cl.401 (Including cost of testing of materials at site and laboratory as directed by the deptt.) (ii) GSB-Drainage Layer- for Grading-II 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 mixplant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sb-base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density (including carriage of mixed materials upto 10.0 Km initiallead from mixing plant)

Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60kg/sqm using mechanical means.) (Including cost of testing of materials at site and laboratory as directed by the deptt.)

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. (Including cost of testing of materials at site and laboratory as directed by the deptt.)

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam (Gr.-II) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site, laying with a hydro static paver finisher with sensor control to the reqd. grade, lavel and alignment, rolling with smooth wheeled, vibratory and tandemrollers to achieve the desired compaction as per MoSRT & Hcl. no.507 complete in all respect. (including carriage of mixed materials upto10.0 Km initial lead from mixing plant) (Including cost of testing of materials at site and laboratory as directed by the deptt.)

Bituminous Concrete (Providing and laying bituminous concrete (Gr.-II) 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 hydro static paver finisher with sensor control to the reqd. grade, lavel and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT&Hcl.no.509. complete in all respect. (including carriage of mixed materials upto 10.0 Km initial lead from mixing plant) (Including cost of testing of materials at site and laboratory as directed by the deptt.)

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2mm thick fixed on an angle iron of 25x25x4 mm supported on amild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing and sign. (All the Steel work must be Tata/Sail/ or any other approved brand (i)) 90 cm equileteral triangle Cautionary Sign

(iii) 60 cm Circular Mandatory Sign

(iv) 80cm x 60 cm Rectangular

Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)

Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250 gms per sqm 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 and conforming to the MoSrt&H specifications . Lane / Center ine / Edge Marking / Transverse and other marking

Street Lighting (Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m. high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footh path , fixed with sodium vapour lamp and fixed on the concrete foundation. (ii) For fixing in Footpath

Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) in ENGLISH and ROMAN

Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guatrd and maintaining the plants for one year

Half Brick Circular Tree Guard, in 2nd class Brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground bottom two course laid dry, and top tree courses in cement mortar 1:6 (1cement 6 sand) and the intermediate coursees being in dry honey comb masonry, as per design complete. (Half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 meter.)

CROSS DRAINAGE WORK (RCC SLAB CULVERT 1X1.5X1.5) :- Foundation Excavation for Structures (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. Ordinary soil Manual Means With dewatering (i) Depth up to 3.00m

Providing Concrete (M-25) for RCC for foundation and complete as per drawing and technical specification Clause 802,804,805,806,807,1202 &1204

Providing Concrete (M-30 for RCC for foundation and complete as per drawing and technical specification Clause 802,804,805,806,807,1202 &1203

Supplying, fitting and placing TMT (IS: 1786 Fe-500) reinforcement complete in foundation as per drawing and technical specification (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/Shyam steel or equivalent)

Providing Concrete (M-25) for RCC for foundation and complete as per drawing and technical specification Clause 802,804,805,806,807,1202 &1204

Providing Concrete (M-30) for RCC for foundation and complete as per drawing and technical specification Clause 802,804,805,806,807,1202 &1204

Supplying, fitting and placing TMT (IS: 1786 Fe-500-D) reinforcement complete in foundation as per drawing and technical specification (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/Shyam steel or equivalent)

Proviing and laying Boulder Appron on river bed for protction against scour with stone boulders weighing not less than 40kg each and complete as per drawing and technical specification

Furnishing and placing Reinfotced / Prestressed cement in super structure as per drawing and technical specification

Reinforced in Superstructure : Supplying, fitting and placing TMT (IS: 1786 Fe-500-D) reinforcement complete in foundation as per drawing and technical specification (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal Panther steel/Shyam steel or equivalent)

Providing Weep Hhole in brick masonary / plain / Reinforced Concrete abutment, wing wall / return wall with 100mm dia AC Pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing force.complete as per drawing and technical specification

Drainage Sprouts complete as per drawing and technical specification

Providing and laying a burried expansion joint, gape being 20mm, covered wiyh 12mm thick, 200mm width galvanised weldable structural steel plate as per IS: 2062, placed symetrical to centre line of the joint, resisting freely over the top surface of the deck concrete, welding of 8mm dia, 100mm long galvanised nails spaced 300mm c/c along the center line of the plate, all as specified in clause 2604.

Providing and applied two coats of cement base paint to un plastered concrete after cleaning the surface of dirt, dust,oil, grease, etc and applying paint @ 1 ltr for 2 sq.m.(A) For PlainSurface.

BRIDGE PROTECTION WORK : Providing and laying Pitchingon Slopes layed over prepared filter media including boulder appron laid dry infrontof Toe of Embankmentand complete as per drawing and technical specification

Providing and laying Filter media underneath pitching in slopesand complete as per drawing and technical specification

Providing and laying Boulder Apron on river bed for protection against scours with stone boulders weighing not less than 40 kg each and complete as per drawing and technical specification

Bhartia Infra Projects Ltd

MIDAS CONSTRUCTIONS