Widening and strengthening work (length 24.200) from km 0-1 to 25(200) of Charkhari Supa Srinagar Akauna Jaitpur road (Major District road) in Mahoba District

Amount

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. Including T Junction Km-1 to 14(000)

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 340-2. Km-1 to 14(000)

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. Km-1 to 14(000)

GSB 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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Including T Junction Km-1 to 14(000)

WMM 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. Km-1 to 14(000)

ETA Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam after mixing with water at OMC in mechanical mix plant carriage of mixed matarial by tipper to site laying with 1% OPC cement and 3.5 % emulsion in uniform single layer on sub base /subgrade and compacting with road roller to acheive desire density. Km-1 to 14(000)

Tack Coat 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. Including T Junction, and speed table Km-1 to 14(000)

BC 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. Including T Junction, and speed table Km-1 to 14(000)

Widening of H.P. Culvert, RCC Slab Culvert Excavation in foundation in ordinary soil (Loam clay or sand) including lift up to 15 meter and lead upto 30 m (100 ft) and including filling, watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M from the foundation trenches.(S.I.No. 251) Km-1 to 14(000)

Sand Filling in Foundation Trenches as per Drawing & Technical Specification (304) Km-1 to 14(000)

Bedding for Pipe Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) (S.I. No- ch-9 9.2) Km-1 to 14(000)

Cement concrete with 4cm gauge approved stone ballast, approved coarse sand. cement in the proportion 6:3:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. (As per Chap-5 S.I. No. 280) Km-1 to 14(000)

Plain cement concrete 1:4:8 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.(408) Km-1 to 14(000)

Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. (S.I. No-279) Km-1 to 14(000)

Random course Rubble massonary in 1:4 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work. (Chpt-8 Add Item (b) Km-1 to 14(000)

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. binding wire and including necessary centering and shuttring etc. and also icnluding supply etc. and also including supply of all material, labour and T&P etc. required for proper completion of the work Binding wire cost being included in the item.As per S.I. No.-288 Km-1 to 14(000)

Cement concrete with 20mm gauge approved stone ballast, approved coarse sand. cement in the proportion 3:1.5:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. As per S.I. 279(b). Km-14(000) to 25(200)

Raised pointing with cement and fine sand of 1.25 fineness modulus mortar on brick work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work S.I.No-577 Km-1 to 14(000)

Cement concrete with 20mm gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. (As per Chap-5 S.I. No. 279a) Km-1 to 14(000)

12mm thick plaster on brick work minimum thickness not less than 10mm with 1part of cement and 4 part of find sand of 1.25 fineness modulus.S.I.No-584 Km-1 to 14(000)

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. S.I.No-504))Km-1 to 14(000)

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 sor chapter 14(Mord) si no 14.6 Km-14(000) to 25(200)

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall return wall to the full hight, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 S.I.No Ch-12 (12.11) Km-1 to 14(000)

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 1301sor chapter 14(Mord) si no 14.1 launching apron Km-14(000) to 25(200)

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder sor chapter 14(Mord) si no 14.1 Km-14(000) to 25(200)

Dewatering during construction C.C. & R.C.C. work in foundation including supply of Diesel pumps with operater with POL Etc. Complete. Km-1 to 14(000)

Providing and fixing 75mm dia PVC pipe in weep holes including supply of all materials, labour and T&P etc. required for proper completion of the work. Rate Per SOR MATERIAL Km-1 to 14(000)

Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm SOR Chapter 15 SI NO13.45.1 Km-14(000) to 25(200)

Earthwork in ordinary soil for cushion with approved material obtained from road side land or borrow pits with a lift upto 1.5 m and lead upto 30 m, spreading in layers bringing to appropriate moisture content and mechanically compacted with static roller 80-100 KN to achieve required protocr density not less than 97%.( S.I.No 253 (c)) Km-14(000) to 25(200)

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.Earth work in embankment by local earth [S.I.No-(3.3+3.5 (i)] making diaversion for passing conveyance during construction period. From Site. Km-1 to 14(000)

Providing and laying reinforced cement concrete pipe NP3 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 . work in head walls and parapits clause 1106. S.I.No-9.3(a) 1000 mm dai Km-1 to 14(000)

Providing and laying reinforced cement concrete pipe NP3 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 . work in head walls and parapits clause 1106. S.I.No-9.3(a) 600 mm dai Km-1 to 14(000)

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