CONSTRUCTION WORK OF THE REMAINING WORK OF THE ACCESS ROAD OF THE BRIDGE UNDER CONSTRUCTION ON YAMUNA RIVER IN MARKA VILLAGE OF DISTRICT BANDA

Amount

(BANDA SIDE) Clearing of jungle including uprooting rank vegetation, grass, bushes, shrubs, saplings and tress, grith upto 30 cm, measured at a height of 1 m above ground level and removal of rubblish up to a distance of 50 m outside the periphery of area cleared etc. as directed by the Engineer in Charge SI No. 259

(FATEHPUR SIDE) Clearing of jungle including uprooting rank vegetation, grass, bushes, shrubs, saplings and tress, grith upto 30 cm, measured at a height of 1 m above ground level and removal of rubblish up to a distance of 50 m outside the periphery of area cleared etc. as directed by the Engineer in Charge SI No. 259

(FATEHPUR SIDE) Machanically compacted Earth work up to 95% of Procter density in cutting of filling in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 meter (20") in depth and earth work in embankement to be in 20 cm (8") layers, including ramming and dressing the surface t0 required levels and slopes and also including 1.50 metre (5ft) lifts and 30.00 m (100 ft) lead and cartege not less then 4.00 km. distance the earth form cutting to be used in making embankment or to be deposited as spoil banks withing 30.00 metres (100 ft.) distance as directed by the Engineer in Charge SI No.253(c) & 5

(BANDA SIDE) Same as Above Item No-3 but without Cartage

(FATEHPUR SIDE) Same as Above Item No-3 but without Cartage

(BANDA SIDE) Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401

(FATEHPUR SIDE) Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401

(BANDA SIDE) Providing, Laying, Spreading and compacting graded stone aggregate to wet mix macadam in layers not exceeding 100 mm. including premixing the material with water at O.M.C. in mechanical mix plant, carriage of mixed material by tipper at site, laying in uniform layer with paver in base coarse on well prepared surface and compacting with vibratory roller to achive the desired density as per MORT&H clause 403

(FATEHPUR SIDE) Providing, Laying, Spreading and compacting graded stone aggregate to wet mix macadam in layers not exceeding 100 mm. including premixing the material with water at O.M.C. in mechanical mix plant, carriage of mixed material by tipper at site, laying in uniform layer with paver in base coarse on well prepared surface and compacting with vibratory roller to achive the desired density as per MORT&H clause 403

(BANDA SIDE) Providing and applying prime coat with slow setting bitumen emlusion using emlusion pressure dristributor @ 0.75 kg. per sqm. on the prepared granular surface cleaned with machenical broom as per MORT&H Clause 502

(FATEHPUR SIDE) Providing and applying prime coat with slow setting bitumen emlusion using emlusion pressure dristributor @ 0.75 kg. per sqm. on the prepared granular surface cleaned with machenical broom as per MORT&H Clause 502

(BANDA SIDE) Providing and applying tack coat for two layer befoe B.M. & S.D.B.C. with medium setting bitumen emulsion using emlusion pressure dristributor @ 0.25 kg. per sqm. on the prepared primed coat over WMM surface cleaned with machenical broom. As per MORT&H Clause 503

(FATEHPUR SIDE) Providing and applying tack coat for two layer befoe B.M. & S.D.B.C. with medium setting bitumen emulsion using emlusion pressure dristributor @ 0.25 kg. per sqm. on the prepared primed coat over WMM surface cleaned with machenical broom. As per MORT&H Clause 503

(BANDA SIDE) Providing and laying 75 mm. thick bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder of grade 65 @ 3.4% by weight of total mix transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction

(FATEHPUR SIDE) Providing and laying 75 mm. thick bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder of grade 65 @ 3.4% by weight of total mix transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction

(BANDA SIDE) Providing and laying 25 mm. thick semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with CRMB-55 grade bituminous binder @ 5% weight 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. 508.

(FATEHPUR SIDE) Providing and laying 25 mm. thick semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with CRMB-55 grade bituminous binder @ 5% weight 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. 508.

(BANDA SIDE) Brick on edge pavement in both side of road with M-150 class brick on edge including preparation of sub grade to precribed camber filling joints with local earth spreading a bilding coat 1 cm. depth to local ove the entire surface and including labour T&P etc. required for proper completion of the work. as directed by the Engineer in Charge. SI No. 785

(FATEHPUR SIDE) Brick on edge pavement in both side of road with M-150 class brick on edge including preparation of sub grade to precribed camber filling joints with local earth spreading a bilding coat 1 cm. depth to local ove the entire surface and including labour T&P etc. required for proper completion of the work. as directed by the Engineer in Charge. SI No. 785

(BANDA SIDE) Earth work in Excavation for foundation of structures upto 3m depth as per drawing and technical specification clause 305. 1 including setting out construction of shouring and bracing removal of stumps and other deleterious materials and disposal upto a l

(FATEHPUR SIDE) Earth work in Excavation for foundation of structures upto 3m depth as per drawing and technical specification clause 305. 1 including setting out construction of shouring and bracing removal of stumps and other deleterious materials and disposal upto a l

(BANDA SIDE) Sand Filling in foundation trenches as per drawing & technical specification clause no. 305.3.9 & MORD specification no. 300 & 1200 & as per Data Book item No. 11.2(I) in foundation trenches as per drawing & technical specification clause no. 305.3.9 & MO

(FATEHPUR SIDE) Sand Filling in foundation trenches as per drawing & technical specification clause no. 305.3.9 & MORD specification no. 300 & 1200 & as per Data Book item No. 11.2(I) in foundation trenches as per drawing & technical specification clause no. 305.3.9 & MO

(BANDA SIDE) Providing concreet for plain/ reinforced concrete in open foundation in (1:4:8 Cement : C- Sand: Ballast/Grit) M 10 Grade Cement Concrete as per clause 802. 202 & 1203 Type A (Concrete cradle) Bedding as per Data Book item No. 9.2 (I)

(FATEHPUR SIDE) Providing concreet for plain/ reinforced concrete in open foundation in (1:4:8 Cement : C- Sand: Ballast/Grit) M 10 Grade Cement Concrete as per clause 802. 202 & 1203 Type A (Concrete cradle) Bedding as per Data Book item No. 9.2 (I)

(BANDA SIDE) Brick masonry work in 1:4 cement, C-sand mortar in faundation of Head walls complete and plastering as per drawing and technical specification Clause 1109 as per Data Book item No. 9.10 (A)

(FATEHPUR SIDE) Brick masonry work in 1:4 cement, C-sand mortar in faundation of Head walls complete and plastering as per drawing and technical specification Clause 1109 as per Data Book item No. 9.10 (A)

(BANDA SIDE) Plastering with cement C. sand mortar 91:4) 12mm thick on brick work in substructure as per technical specification clauses 613.4 & 1204 as per Data Book item No. 9.13

(FATEHPUR SIDE) Plastering with cement C. sand mortar 91:4) 12mm thick on brick work in substructure as per technical specification clauses 613.4 & 1204 as per Data Book item No. 9.13

(BANDA SIDE) Providing and laying palin cement concrete (Grade M20 1:2:4) Cement c. sand stone ballast/grit in superstructure as per drawing and techinal specifications clauses 802.803 1202 and 1203 as per data book item No. 12.5(ii)

(FATEHPUR SIDE) Providing and laying palin cement concrete (Grade M20 1:2:4) Cement c. sand stone ballast/grit in superstructure as per drawing and techinal specifications clauses 802.803 1202 and 1203 as per data book item No. 12.5(ii)

(BANDA SIDE) Laying (First Class) bedding on well compacted sand, Moorum or approved granular material as per Clause 1105 (ii) Type B (First Class) Bedding as per Data Book Item No. 9.2 (ii)

(FATEHPUR SIDE) Laying (First Class) bedding on well compacted sand, Moorum or approved granular material as per Clause 1105 (ii) Type B (First Class) Bedding as per Data Book Item No. 9.2 (ii)

(BANDA SIDE) Providing and laying 1000 mm dia NP3 hume pipe with collars in position with cement and sand mortar in 1:2 with sun including Cost of material labour and T&P trade tax and all other taxes, etc. required for proper completion of work as per direction of by the Engineer-in-charge. SI No.-NS-B-III

(FATEHPUR SIDE) Providing and laying 1000 mm dia NP3 hume pipe with collars in position with cement and sand mortar in 1:2 with sun including Cost of material labour and T&P trade tax and all other taxes, etc. required for proper completion of work as per direction of by the Engineer-in-charge. SI No.-NS-B-III

(BANDA SIDE) R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone ballast in the propotion of 1 : 1.5 : 3 in bed of causeway excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I. bind

(BANDA SIDE) Mild steel or iron wirk in plain work such as reinforced. Concrete or brick work (When not included in an over all rates) Wrought to required shape as necessary including binding for proper completion of the work and including supply of all steel wastage and over laping and hooks.

(BANDA SIDE) Supply of fixing Wheep holes 100 mm dia P.V.C. Pipe.

(BANDA SIDE) R.C.R. Stone massonary with 1:4 cement and Coarse sand mortar in foundation culvert, chute & drainand plinth, including supply of all materials, labour & T&P etc. royalty trade tax and all other taxes etc. as required for proper completion of the work. as per direction of E-In-C

(FATEHPUR SIDE) R.C.R. Stone massonary with 1:4 cement and Coarse sand mortar in foundation culvert, chute & drainand plinth, including supply of all materials, labour & T&P etc. royalty trade tax and all other taxes etc. as required for proper completion of the work. as per direction of E-In-C

(BANDA SIDE) Providing & Laying 60 cm. thick 40-60 kg. stone boulder pitching with head load on side slope of embankment with 10 cm. thick loca sand in base I/C all cost of material, labour T&P, royaly trade tax and all other taxes, all lead & lift loading & unloading etc, as required for proper completion of the work as per direction of E-in-C & S.I. No.2(b)

(FATEHPUR SIDE) Providing & Laying 60 cm. thick 40-60 kg. stone boulder pitching with head load on side slope of embankment with 10 cm. thick loca sand in base I/C all cost of material, labour T&P, royaly trade tax and all other taxes, all lead & lift loading & unloading etc, as required for proper completion of the work as per direction of E-in-C & S.I. No.2(b)

(BANDA SIDE) Providing & Laying 100 cm. thick 40-60 kg. stone boulder pitching with head load on side slope of embankment with 10 cm. thick local sand in base I/C all cost of material, labour T&P, royaly trade tax and all other taxes, all lead & lift loading & unloading etc, as required for proper completion of the work as per direction of E-in-C & S.I. No.2(b)

(FATEHPUR SIDE) Providing & Laying 100 cm. thick 40-60 kg. stone boulder pitching with head load on side slope of embankment with 10 cm. thick local sand in base I/C all cost of material, labour T&P, royaly trade tax and all other taxes, all lead & lift loading & unloading etc, as required for proper completion of the work as per direction of E-in-C & S.I. No.2(b)

(BANDA SIDE) Providing and laying filter Material (22.4-53 mm) underneath pitching in Slopes complete as per drawing and Technical/ Morth&H spectification No. 2504

(FATEHPUR SIDE) Providing and laying filter Material (22.4-53 mm) underneath pitching in Slopes complete as per drawing and Technical/ Morth&H spectification No. 2504

M/S SURESH CHANDRA GUPTA