Kaju se G.T. Road hote huye Badanpur Ghat tak marg (ODR) ka chaurikaran and sudhrikaran ka karya.

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

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 as per MORT&H clause Specification 301 (Sl.No 3.6)

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. as per MORT&H clause 305 (Sl.No. 3.17)

Construction of earthen shoulder 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.with lead up to 1000m as per MORT&H clause 305 (Sl.No. 3.18)

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.

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.

Providing, laying, spreading and compacting graded stone aggregate (45 mm to 22.4 mm@ 30 per cent, 22.4 mm to 2.36 mm @ 40 per cent , 2.36 mm to 75 micron@ 30 per cent) to (Stabilization with emulsion3.5% and cement 1% )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 tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30kg per sqm on the prepared Bituminous surface cleaned with mechanical broom. as per MORT&H clause 503 (Sl.No. 5.2 )

Providing and laying bituminous concrete with computerized type HMP 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 MORT&H specification clause No. 507 complete in all respects

Excavation of earth for foundation complete S.I. 251 Lenght for 10 mtr (U-Drain)

Plain Cement concrete 1:3:6 (Cement, Fine & 40 mm guage Stone ballast including supply of all material labour & T&P etc complete. (U-Drain)

RCC 1:1½:3 (M 20) Cement approved coarse sand 2.00 cm guage stone grit etc complete. (U-Drain)

Mild Steel Work in RCC for RCC (U-Drain)

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 and backfilling with approved material. As per MoRT&H Spec. Sr. No. 12.1 clause 304 (900 mm NP3 Hume pipe culvert)

Plain/Reinforced Cement Concrete (M-15) in Open Foundation complete of the work as per MoRT&H Spec. Sr. No. 12.8 clause 1500, 1700 & 2100 (900 mm NP3 Hume pipe culvert)

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, As per MoRT&H Spec. Sr. No. 12.5 clause 1300 (900 mm NP3 Hume pipe culvert)

Pointing with cement mortar (1:3 ) on brick work in substructure As per MoRT&H Spec. Sr. No. 13.2 clause 1300 & 2200 (900 mm NP3 Hume pipe culvert)

Supply of NP-3 Hume pipes (900 mm NP3 Hume pipe culvert)

Laying of NP-3 Hume pipes As per SOR NS Itm 4 (900 mm NP3 Hume pipe culvert)

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 and backfilling with approved material. As per MoRT&H Spec. Sr. No. 12.1 clause 304 (600 mm NP3 Hume pipe culvert)

Plain/Reinforced Cement Concrete (M-15) in Open Foundation complete of the work as per MoRT&H Spec. Sr. No. 12.8 clause 1500, 1700 & 2100 (600 mm NP3 Hume pipe culvert)

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, As per MoRT&H Spec. Sr. No. 12.5 clause 1300 (600 mm NP3 Hume pipe culvert)

Pointing with cement mortar (1:3 ) on brick work in substructure As per MoRT&H Spec. Sr. No. 13.2 clause 1300 & 2200 (600 mm NP3 Hume pipe culvert)

Supply of NP-3 Hume pipes (600 mm NP3 Hume pipe culvert)

Laying of NP-3 Hume pipes As per SOR NS Itm 4 (600 mm NP3 Hume pipe culvert)

M/S A.P.S. And Co. Pvt. Ltd.