W and S of Gosaiganj Bhiti Maharuwa Dostpur Road

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, within all lifts and lead upto 30m. (For widening)

Construction of embankment with approved matrial obtained from borrow pits with a lift upto 1.5m transporting to site, spreading grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5

Construction of embankment with approved matrial obtained from borrow pits with a lift upto 1.5m transporting to site, spreading grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5 (in patri)

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 achieved the desired density.

Providing,laying, spreading and compacting graded stone aggregate to wet mix mcacdam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC Cement+3.50% Emulsion in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406 of Morth specification. (ETA)

Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

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 Percent 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.

Providing, laying bituminous concrete hotmix plant procuding and average output of 75 tonnes per hour using crushed aggregates of specified grading, premix with bituminious VG-30 @ 5.4% of mix and filter, transporting the hotmix to work side, laying with a hydroseatic paver finisher with sensor control the required grit, lavel and alignment, rolling with smooth wheeled, vibratory and tandam rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.

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

Providing and laying in Cement concrete 1:3:6 and curing complete, including cost of form work in foundation and floors.

R.C.C. work with cement approved coarse sand and 2cm (3/4'') gauge approved srone ballast in the proportion 1:1.5:3 (1Cement: 1.5 Coarse Sand and 3 Stone grit 20 mm size) 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-200

Supply, filling and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications, as per MORTH spec. Sr. No. 14.2 Clause 1600

Providing and laying of Hume pipe 350mm i/c vat and cartage

Class-150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth i/c supply of all material, labour, curing and tools and plants etc. required for proper completion of the work.

Struck pointing on brick work in 1:2 cement mortar (1 cement & 2 fine sand) including supply of all material, labour and T&P etc. required for proper completion of work

Providing and laying of Hume pipe 600mm i/c vat and cartage

Plaster 12 mm thick in 1:3 cement & coarse sand mortar

Providing and laying of Hume pipe 900mm i/c vat and cartage

Mild steel or iron in plan work such as reinforced concrete or reinforced brick work(When not included in an overall rates). Wrought to required shape as necessary including bending for proper completionof the work and including supply of steel its wastage bend hooks and authorised ovelapping shall be measured upto floor two level.

Supply and fixing of 10cm internal Dia Ac Down pipes required for proper completion of work in weep holes.

Struck Pointing on brick work with cement mortar 1:2 (1Cement :2 sand)

Providing concrete for Plain/ reinforce cement concrete complete in open foundation as per drawing and technical specification clause 802,803, and 1202, 1203 of MORD RCC grade M-25

Providing Plain/Reinforceed cement concrete M-30 grade concrete complete as per drawing and rechnical specifications clause 800,1206.3 of MORD

P/L of 25-40 KG Stone boulder in U/S and D/S for protection of Floor, including cost of material, labour, T & P etc. required for proper protection.

Back filling behind abutment / return wall complete as per drawing and technincal specification clause 1204-3.80 of MORD

Sand filling in plinth below Box Floor Slab including supply of nessary qty of sand form a distance not exeeding 8Km form site of work and including watering etc. Rate includes cost of all material, labour, T & P etc. required proper compaction of work. SL-11, Cha-1

Provision of Weep holes with 90mm dia polimer pipes fixed at and required/ angle of 45 degree

Road marking with hot applied thermoplastic compound with reflectorisingglass bead on bituminous surface Providing and laying of hot applying thermoplastic compound2.5mm thick includingreflectorising glass bread @250 gram per sqm area thickness of 2.5mm is exclusive of surface applied glass bread as per IRC :35 -2015 the finished surface to be level uniform and free from streaks and holes

VINDHYACHAL SINGH

AKHIL KUMAR SINGH

SHIV CONSTRUCTION

M/s Raj Laxmi Enterprises

M/s Pawan Traders

M/s PSP Construction

Vijai Construction (India) Private Limited

SIDDHARTH CONSTRUCTION