Widening and Strengthening of Amethi Kithawar Road (ODR) Length 15.80 Km

Amount

Excavation for roadwork 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 sections, and transporting to the embankment location within all lifts and lead upto 1000m

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.

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. (compaction of excavated earth only)

Construction of granular sub-base by providing coarse graded material, from approved query 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.

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 bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying Tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 kg. Per Sqm. On the prepared bitumesious/granular surface. (On exisiying old surface)

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour 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 hydrosatatic paver finisher with sensor control to the required grade level and alignment rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compation as per MoRT& H Specifications Clause 507 complete in all respects.

Providing and applying Tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 kg. Per Sqm. On the prepared bitumesious/granular surface.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour 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. 509 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. in patri

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,

Excavation in foundation in ordinary soil, loame, clay or sand including lift upto 1.50 in & lead upto 30 m Including filling watering & ramming of excavated earth into the trenches or upto the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30 m from the foundation trenches. S.I. 251 (For Drain)

Cement concrete with 2 cm gauge stone gritt. Approved coarse sand and cement in the proportion of 6:3:1 insluding supply of all materials labour and T&P etc. required for poper completion of the work. S.I. 280 (For Drain)

R.C.C. work with cement approved coarse sand and 2cm (3/4'') gauge approved srone ballast in the proportion 1:2:4 (1Cement: 6 aggregate) in lintels of doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same necessary with 24BWG binding wire and including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc. required for proper completion of the work, strength of the concrete shall not be less than M-150 S.I. No.-281. . S.I. 283 (For Drain)

Supplying, fitting and placing HYSD bar reinforcement in Foundation, sub-structure & SuperStructure complete as per drawing and Technical Specifications.SI.No.504

Excavation in foundations in ordinary soil including lift up to 1.50M and lead upto 30M as directed by Engineer in Charge. SI.No.251

Providing and laying in Cement concrete 1:3:6 of not less than strength of M150stone ballast(40 mm nominal size) 2 apprroved coarsesand :1 Cement and curing complete,including cost of form work in foundation and floors S.L. 280

Class-150 brick work in 1:3 Cement and fine sand of 1.25 fineness modulous mortar infoundation and plinth including supply of all materials, labour and tools and plants,etc ,required for proper completion of the work.SI. No.303

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

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications

Pointing on brick work on edge with cement mortar 1:2 (1cement :2 Sand)SI.No.574

Back filling behind abutment with granular material

Supply of 1000 mm dia NP3 Hume pipe including cartage complete.

Laying of 1000 mm dia NP3 Hume pipe in proper position complete

Concrete with 4cm gauge brick ballast Coarse sand and cement in proportion (10:5:1) in foundation and under pipes including supply of all material, labour T&P etc. required for propr completion of the work

150 Class B/W in (1:4) cement and Course sand 1.25 finess modelus in error in foundation and plinth including supply of all materials, labour T&P etc. complete

Supply of 350 mm NP3 Hume Pipe and its coller including cartage etc. complete.

Layaing of 350mm dia NP3 Hume Pipe in proper posistion and joining them with coller and filling of jute and cement mortar in 1:2 cement and sand complete.

Rulled Pointing with cement mortal (1:2) consisting one part of cement and two part of fine sand including supply of all materials, labour T&P etc complete

Making coping at the top end of parapet of culvert in 1:2:4 Cement and C. sand and stone grit as cost of cement concrete indoor sills shoukhat, boundary parts etc

Providing & Laying of Brick bats upto Half depth arround pipes as per Sl. No.-2 Material & S.L.- 255

R.C.C. Work with cement approved coarse sand and 20 mm gauge stone grit in proportion of 1:1.5:3 for slabs 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 shutterring etc. and also including supply of all materials labour and T&P etc. required for proper completion of work. Binding wire cost being included in the item as per SI No. 283(b)

Filling brickbats as filler material between roadcrust and abutment

Providing and laying of weephole in brick massonary in abutment and wing wall with 100mm dia PVC pipe extending through the full width of the structuer with slope of 1v:20 H toward drawing force complete as per drawing and technical specification (MORTH &H-13.8/2706&2200)

Maintenance Cost @ 2.50% As per Go No. 17/2024/Sa-113/23-23-1-2024-23-1099/113/2023 Dt 16.01.2024 and 3689C/PRML/Mul-23-24 Dt 17.02.2024

M/S LUCKY TRADERS

M/S JAI PRAKASH SINGH CONTRECTOR

M/s Alok Infra Projects

M/S SURYANSH INFRA DEVELOPERS PVT LTD

M/s Raj Laxmi Enterprises

M/S RAJ CONSTRUCTION

ARUNIMA CONSTRUCTIONS