In District Jhansi Widening of SH-131 Daboh Poonch Gursarai Tikamgadh Road in Ch- 20.100 to 22.500, Ch- 56.00 to 58.00 and 66.00 to 67.500

Amount

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. ( Excluding G.S.T.)

PART - A (Chainage 20.100 to 22.550)

Construction of sub-grade 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 No. 300-2 ( Excluding G.S.T.)

PART - A (Chainage 20.100 to 22.550)

PART - B (Chainage 56.00 to 58.00, & 66.00 to 67.500)

Same as item no-2 but in cartage eartwork ( Excluding G.S.T.)

PART - A (Chainage 20.100 to 22.550)

PART - B (Chainage 56.00 to 58.00, & 66.00 to 67.500)

Excavation for road way in soil (Trench cutting ) by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. as per MORT&H specification clause 3.3 SI No. 301 ( Excluding G.S.T.)

PART - A (Chainage 20.100 to 22.550)

PART - B (Chainage 56.00 to 58.00, & 66.00 to 67.500)

Providing, laying and spreading soil on a prepared sub grade, pulverising, mixing the spread soil in place with rotavator with 2.0 per cent slaked lime with minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to achieve at least 98 per cent of the max dry density to form a layer of sub base. ( Excluding G.S.T.)

PART - A (Chainage 20.100 to 22.550)

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 ( Excluding G.S.T.)

PART - A (Chainage 20.100 to 22.550)

PART - B (Chainage 56.00 to 58.00, & 66.00 to 67.500)

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. ( Excluding G.S.T.)

PART - A (Chainage 20.100 to 22.550)

Providing, laying and spreading of graded stone aggregate (WMM-Stablized) after mixing with water at OMC in mechanical mix plant coarriage of mixed material by tipper to site, laying with 1% OPC cement and 3.5% Emulsinon in uniform single layer on sub base/subgrade and compactiong with the road roller to achive the desire density. ( Excluding G.S.T.)

PART - A (Chainage 20.100 to 22.550)

PART - B (Chainage 56.00 to 58.00, & 66.00 to 67.500)

Providing and applying tack coat with bitumen VG 10 using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface cleaned with mechanical broom. ( Excluding G.S.T.)

PART - A (Chainage 20.100 to 22.550)

PART - B (Chainage 56.00 to 58.00, & 66.00 to 67.500)

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. ( Excluding G.S.T.)

PART - A (Chainage 20.100 to 22.550)

PART - B (Chainage 56.00 to 58.00, & 66.00 to 67.500)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A . ( Excluding G.S.T.)

PART - A (Chainage 20.100 to 22.550)

PART - B (Chainage 56.00 to 58.00, & 66.00 to 67.500)

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. ( Excluding G.S.T.)

PART - A (Chainage 20.100 to 22.550)

Earthwork in excavation in BC soil for structures as per drawing & technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious matter , dressing of sides & bottom, backfilling the excavated earth to the required extent and utilising the remaining earth locally for roadwork. ( Excluding G.S.T.)

PART - A (Chainage 20.100 to 22.550)

PART - B (Chainage 56.00 to 58.00, & 66.00 to 67.500)

Stone Dust/Sand filling in plinth including supply of necessary quantity of dust from a distance not exceeding 8 km (5 miles) from the site of work and including watering, dressing, labour and T&O etc. required for proper completion of the work (rate including Royality).( Excluding G.S.T.)

PART - A (Chainage 20.100 to 22.550)

PART - B (Chainage 56.00 to 58.00, & 66.00 to 67.500)

Cement Concrete with 4 cm (1.5'') gauge approved stone ballast, approved coarse sand and cement in the proportion of 6:3:1 including supply of all material, labour and T&P etc. Required for proper completion of the work. ( Excluding G.S.T.)

PART - A (Chainage 20.100 to 22.550)

PART - B (Chainage 56.00 to 58.00, & 66.00 to 67.500)

Mild steel or Iron work in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & overlapping & hooks. ( Excluding G.S.T.)

PART - A (Chainage 20.100 to 22.550)

R.C.C. Work with cement approved coarse sand and 2 cm.(3/4'') gauge approved stone ballast in the proportion of 1:1.5:3 in the lighter beams, i.e. Having span above 6 m (20') excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 BWGGI binding wire and including necessary centring and shuttering etc. and also including cost of all materials, labour, and T&P etc. required for proper completion of the work. Binding wire cost being included in the item. ( Excluding G.S.T.)

PART - A (Chainage 20.100 to 22.550)

Supply & fixing of 110 mm dia PVC pipe complete with rose head bends MS clamps 2.5 cm X 3 mm fixed to walls by 15 cm long 6 mm dia nail and including repair of plaster pointing etc. If damaged during fixed to the pipes including cost of all material, labour, tools and plant etc. required for proper completion of work. ( Excluding G.S.T.)

PART - A (Chainage 20.100 to 22.550)

Providing & Laying reinforced concrete pipe NP3 for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (1 cement : 2 coarse sand) for 1000 mm dia NP3 Hume Pipe ( Excluding G.S.T.)

PART - A (Chainage 20.100 to 22.550)

Providing & Laying reinforced concrete pipe NP3 for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (1 cement : 2 coarse sand) for 350 mm dia NP3 Hume Pipe ( Excluding G.S.T.)

PART - A (Chainage 20.100 to 22.550)

Stone masonary (RCR) work in cement mortar 1:4 for substructure complete as per drawing and Technical Specifications.( Excluding G.S.T.)

PART - A (Chainage 20.100 to 22.550)

Brick Masonary work in Cement Mortar 1:3(C:CS) in foundation complete. ( Excluding G.S.T.)

PART - A (Chainage 20.100 to 22.550)

PART - B (Chainage 56.00 to 58.00, & 66.00 to 67.500)

Providing concrete(1:2:4) Nominal Mix(Hand Mixed) for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( Excluding G.S.T.)

PART - A (Chainage 20.100 to 22.550)

PART - B (Chainage 56.00 to 58.00, & 66.00 to 67.500)

Providing and laying pitching on Appron laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical / MORT&H specification 2504. ( Excluding G.S.T.)

PART - A (Chainage 20.100 to 22.550)

Plastering with cement mortar in 1:4, 15mm thick on brick work in substructure as per technical specification clause 613.4, 1204. ( Excluding G.S.T.)

PART - A (Chainage 20.100 to 22.550)

PART - B (Chainage 56.00 to 58.00, & 66.00 to 67.500)

Raised pointing 1:3 cement and sand mortar required for proper completion of work. ( Excluding G.S.T.)

PART - A (Chainage 20.100 to 22.550)

Dewatering during the construction of work

PART - A (Chainage 20.100 to 22.550)

ABHISHEK ENTERPRISES