Widening and Strengthing of Sisaiya Isanagar Katauli Jamdari Durgapur Padri Marg (ODR) Km 20 to 29 (400) in District Lakhimpur Kheri

Road work 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.

Construction of embankment 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.

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

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

Scarifying the existing granular/ bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.

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.

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.

Providing and applying primer coat with SS2 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.

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.

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.(carted Earth)

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 surface cleaned with hydraulic broom .

Providing and laying bituminious concrete with 100 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @5.4% 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 MoRT & H Specifications Clause 509 complete in all respects.

Cross Drainage Works Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. as per MORTH specification clause No. 301 complete in all respects

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 as per MORTH specification clause No. 2100 complete in all respects

Providing and laying reinforced cement concrete M 20 grade in superstructure 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

C/o of 1*600 & 1*1000 mm dia culvert Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. as per MORTH specification clause No. 301 complete in all respects

Laying Reinforced cement 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, protection works, backfilling, concrete and masonry works in head walls and parapets . (600 mm dia) as per MORTH specification clause No. 2900 complete in all respects

Laying Reinforced cement 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, protection works, backfilling, concrete and masonry works in head walls and parapets . (1000 mm dia) as per MORTH specification clause No. 2900 complete in all respects

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 as per MORTH specification clause No. 2100 complete in all respects

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.as per MORTH specification clause No. 1300 complete in all respects

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications. as per MORTH specification clause No. 1300 & 2200 complete in all respects

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications as per MORTH specification clause No. 1300 & 2200 complete in all respects

Bridge Portion Dismantling of existing structures,like culverts,bridges,retaining wall and other structure comprising of brick masonary,including unerviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification

Excavation for structures in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross ections, and transporting to the embankment location within all lifts and lead up to 1000m

Boring with 100 mm dia casing pipe for dewatering including cost of pipes , other materials, labour charges etc. complete.

Dewatering the ground water for trenches with hire,operational &fuel charges of pump with oprater complete

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

Furnishing and Placing Reinforced cement concrete in super-structure as per drawing and Technical Specification

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

Drainage Spouts complete as per drawing and Technical specification

Back Filling Bihind Abutment , Wing Wall and Return Wall complete as per drawing and Specification

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)

Protection Work Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

Routine maintinance Charge upto 5 years for any defect/damage found after construction of all works i/c restoration of paved surface, shoulders, culverts road furniture etc. complete as per direction of E/I First Year - 0 Second Year - @0.25 % of BOQ (Iteam No. 1 to 38)

Third Year @0.50 % of BOQ (Iteam No. 1 to 38)

Fourth Year @0.75 % of BOQ (Iteam No. 1 to 38)

Fifth Year @1.00 % of BOQ (Iteam No. 1 to 38)