IN DISTT - Jalaun Widening and Strengthening of Orai konch Nadigaon road (MDR) in Ch. 0.000 to 2.300 and 43.390 to 51.890 (Length 10.800 Km.)

Amount

Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. 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 as per Morth specification 301 Sr. 3.06

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 300-2. (Compaction Only) as per Morth specification 305 Sr. 3.17

Construction of embankment with approved material obtained from Local pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 as per Morth specification 305 Sr. 3.16

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. (1 Km Cartage earth in Abadi & Appoach) as per Morth specification 305 Sr. 3.16

Construction of granular sub-base (Grade-1) by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 as per Morth specification 401 Sr. 4.01

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. as per Morth specification 406 Sr. 4.14

Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam after mixing with water at OMC in mechanical mix plant carriage of mixe material by tipper to site, laying 1% OPC cement and 3.5% Emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to acheive the desire density. ENC Circular No. 878MT/Genral/60 MT/2019 Dt. 16.01.2019 Paripatra No. 61

Providing and applying primer coat with SS-1 Bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. as per Morth specification 502 Sr. 5.01 A

Providing and applying tack coat with bitumen using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/Granular surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading (Grading-II with VG-40), 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 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.as per Morth specification 505 Sr. 5.04 (B)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading (Grading-I with VG-30) premixed with bituminous binder @ 4.0 per cent 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. as per Morth specification 505 Sr. 5.4 (A)

Providing and laying bituminous concrete with VG-40 Bitumen higher capacity batch type hot mix plant using crushed (Grading-2) aggregates of specified grading, premixed with bituminous binder @ 5.2 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 as per Morth specification 507 Sr. 5.05 (A)

Providing and laying bituminous concrete with Bitumen higher capacity batch type hot mix plant using crushed aggregates of specified (Grading-2 with VG-30) 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 as per Morth specification 507 Sr. 5.05 (B)

Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. as per Morth specification 304 Sr. 3.13

Sand Filling in Foundation Trenches as per Drawing & Technical Specification as per Morth specification 304 Sr. 12.03

Dismantling reinforcement cement concrete or reinforcement brick work, including stacking of materials as directed by Engineer-in-charge with in a distance of 60 mt. (200 feet) as per S.I. No. 694

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-in-charge with in a distance of 60 mt. (200 feet) as per S.I. No. 692

PCC Grade M15 using batching plant & manual placing Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. as per Morth specification 1500, 1700 & 2100 Sr. 9.06

PCC Grade M20 using With Batching Plant, Transit Mixer and manual placing Providing and laying PCC Grade M-20 as per Morth specification 12.8 B (ii)

RCC Grade M25 using With Batching Plant, Transit Mixer and manual placing Providing and laying RCC Grade M-25 as per Morth specification 12.11 A (ii)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications as per Morth specification 1600 Sr. 14.02

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 stracture with slope of 1V:20H towards drawing face. Complete as per drawing and Technical Specification. As per MORTH Specification No. 2706 & 2200 S. No. 15.14

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. as per Morth specification 710.1.4.of IRC:78 and 2504.2 SI No. 13.10

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. as per Morth specification 1300 Sr. 12.05

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications required for proper completion of work. as per Morth specification 1300& 2200 Sr. 13.03

Supply & Laying of hume pipe S & S type in position with cement and sand mortar in 1:2 with sun including labour and T&P etc. Required for proper completion of work as per direction E/I NP-4 Type (a) As per MORTH Specificaton No. 2900 S.NO. 9.04 (1000 mm dia )

Supply & Laying of hume pipe S & S type in position with cement and sand mortar in 1:2 with sun including labour and T&P etc. Required for proper completion of work as per direction E/I NP-4 Type (a) As per MORTH Specificaton No. 2900 S.NO. 9.04 (600 mm dia )

Brick on edge pavement on patries with bricks and dry joints filled with Local sand including preparation of base to proper slope and its ramming, spreading a layer of 1 cm depth of local sand over the subgrade and including supply of all materials.

Painting or Varnishing on iron works in small areas or new woodwork with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labour and T&P etc. required for proper completion of the work. Paint to be used should confirm to the I.S.I.No. 641, 642 for Pahooj River Bridge Railing

One priming coat & two coat oil distemper on new work including supply of all materials, labour and T&P etc. required for proper completion of the work. S.I.No. 649, 650 for Pahooj River Bridge CC Kerb

Providing and laying pitching on slopes laid over prepared Filter media including Boulder apron laid dry infront of toe of embankment complete as per drawing and technical specification (Stone boulders weighing not less than 40 Kg) as per Morth specification 2504 Sr. 16.04 of Pahooj River Bridge

Providing and laying of Filter materials underneath pitching in slopes complete as per drawing and Technical Specification. as per Morth specification 2504 Sr. 16.05

M/s Raj Laxmi Enterprises