Widening and Strengthening of Lakhimpur Mohammdi Road MDR 86 Ch 0.000 to 20.000 two lane with paved shoulders

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.

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. (Compaction only)

Construction of embankment with approved material obtained 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.

Construction of subgrade and earthen shoulder with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compected to meet requirement of table 300-2 (Compaction only quanitity obtained from widening)

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

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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means .

Providing and applying tack coat with bitumen VG_10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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. (Grade-2)

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 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 complete in all respects

1000mm dia Hume pipe culvert Earthwork 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,brakfilling the excavation

Plane/Reinforced Cement concrete in open foundation complete as per drawing and Technical Specifications. . (PCC M-15)

Brick Masonry Work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per Drawing & Technical Specifications

Providing & Laying 1000mm dia N.P3 Hume pie culvert pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls

Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification.

U Type Drain Earthwork 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,brakfilling the excavation

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (M-20)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Box Culvert 1x6x4mt Span Earthwork 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,brakfilling the excavation

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed, place in foundation and compacted by vibration including curing for 14 days.

Providing and laying reinforced cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, as per drawing and technical specifications Clause 1301 (Flat Stone)

Providing and laying reinforced cement concrete M 25 grade in Oprn foundation as per drawing and technical specifications clauses 800, 1205.4 and 1205.5

Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

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.

Drainage Spouts complete as per drawing and Technical specification

Supply and laying one layer of tafelt or any other Equivalent insulting material at the joints of two slab & cover bed block as Expension joint I/C Supply of all material labour T&P for proper completion of work as per direction of E/I

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification

Dismantling work of old structures

Running of 5 HP pump for dewatering including arrangement of pump suction and delivery pipes and other accessories as site including cost of pol NS page-57

Construction of Diversion Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5

Supply and laying of RCC Hume pipe 1000mm dia including cost of all material, carriage upto site, loading and unloading, all labour and taxes, work complete as per direction of E/I for cross drainage in route diversion.

Brick soiling with straight over burnt brick laid on edge and dry brick edging on both sides including preparation of sub grade to required camber, filling joints with local earth spreading blinding coats 1 cm. deep of local earth including all labour T&P etc required for proper completion of work.As Per SI No 762(b)

Minor Bridge for Pile Foundation 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.

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.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.

Supplying, fitting and placing of uncoated HYSD Bar reinforcement in foundation completer as per drawing and technical specfications

Supplying, fitting and placing of uncoated HYSD Bar reinforcement in foundation (Abutment Pile Cap) complete as per drawing and technical specfications including cost of materials all taxes but excluding GST and Cess

Reinforced cement concrete (with OPC 43 grade) in Grade M30 in abutment pile caps including cost of grit, Sand from approved Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes but excluding G.S.T. and cess complete as per drawing and Technical Specifications

(SUB STRUCTURE) Supplying, fitting and placing HYSD bar (Specific Brand having specified as per MORT&H) reinforcement in Abutment shaft including cost of Steel, all labour etc. reqd. for proper completion of the work, and also including all type of taxes but excluding GST and cess complete as per drawing and Technical Specifications

Reinforced cement concrete (with OPC 43 grade) in Abutment of Grade M30 including cost of grit, Sand from Approved Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes but excluding GST and cess complete as per drawing and Technical Specifications

Supplying, fitting and placing HYSD bar (Specific Brand having specified as per MORT&H) reinforcement in Abutment cap including cost of Steel, all labour etc. reqd. for proper completion of the work, and also including all type of taxes but excluding GST and cess complete as per drawing and Technical Specifications

Reinforced cement concrete (with OPC 43 grade) in Abutment Cap of RCC Grade M30 including cost of grit, Sand from approved Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes but excluding G.S. T. cess complete as per drawing and Technical Specifications (Data Book Sl. No.13.5g, MORTH SPEC NO. 1500,1700,2200 )

Supplying, fitting and placing HYSD bar (Specific Brand having specified as per MORT&H) reinforcement in Back Wall Bracket, Hanging R/W bearing pedesatal, Seisimic Arrester and Mesh Reinforcement below bearing and Jacks including cost of Steel, all labour etc. reqd. for proper completion of the work, and also including all type of taxes but excluding cess complete as per drawing and Technical Specifications (Data Book Sl. No. 13.06 MoRTH SPEC No. 1600 & 2200)

Reinforced Cement Concrete (with OPC 43 grade) in back wall /wing wall of M30 Grade including cost of grit, Sand from Dala Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes but excluding cess complete as per Drawing and Technical Specification.( Data Book Sl. No. 13.50G MoRTH Spec 1500,1700,2200)

Backfilling behind abutment, wing wall and return wall complete as per drawing and specification including supply of all materials labors tools and plants and all taxes bu excluding GST and cess Data Book Sl. No. 13.9 MoRTH Specs:710.1.4 of IRC:78 & 2200)

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications.

Supplying, fitting and placing HYSD bar (Specific Brand having specified as per MORT&H) reinforcement in R.C.C. Slab, Main Girder and Cross Girder Etc, Pier Seismic Arrester including cost of Steel, all labour etc. reqd. for proper completion of the work, and also including all type of taxes but excluding GST and cess complete as per drawing and Technical Specifications (12.42)

Furnishing and Placing Reinforced cement concrete (with OPC 43 grade) in slab /Kerb of RCC Grade M35 including cost of grit, Sand from Dala Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes but excluding cess complete as per drawing No. B.D./1.78 August 1978 by MOST and Technical Specification (DATA BOOK SL. NO. 14.1C MORTH Refrence No. 1500, 1600 & 1700)

Providing and laying Reinforced Cement concrete (with OPC 43 grade) in wearing coat of RCC Grade M-30 including reinforcement cost of grit, Sand from approved Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes but excluding GST and cess complete as per drawing and Technical Specifications (DATA BOOK Sl. No.14.4 MORTH SPECS: 2702)

P.C.C. Grade M15 levelling course below approach slab as per drawing and technical specifications. (Data Book Sl. No. 14.10 MORTH Specs 2700)

Supplying, Fitting and Placing un-coated HYSD bar (Specific Brand having specified as per MORT&H) Reinforcement in approach slab including cost Steel etc reqd. for proper completion of the work, and also including all type of taxes but excluding GST and cess complete as per Drawing and Technical Specifications. (14.20)

Providing and laying Reinforced Cement concrete (with OPC 43 grade) RCC Grade M-30 in approach slab including reinforcement cost grit, Sand from Dala Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes but excluding GST and cess complete as per drawing and Technical Specifications (DATA BOOK Sl. No.14.11 MORTH SPECS: 1500,1600,1700,2704) excluding steel

Drainage Spouts complete and also including all type of taxes but excluding cess as per drawing and Technical specification(Data Book Sl. No. 14.9 MORTH SPEC No. 2705)

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 instructions for installation and also including all type of taxes but excluding cess complete (14.21)

5 Year maintenance charges

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