Widening stregthening of Nabi Panah Andhe Ki Chauki Road at Thasil Malihabad (Length 16.90Km.)

Amount

Road Work

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORT&H specification clause 201.

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Ch. 0.00 to 16.900 as per MORT&H specification clause 201. Girth from 300 mm to 600 mm

Same as Item No. 2 But Girth from 600 mm to 900 mm

Same as Item No. 2 But Girth from 900 mm to 1800 mm

Excavation for road work in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting trimming bottom and solpes in accordance with requirement of lines, grade and cross sections withhin all lifts and lead ( for widening of existing road) as per MORT&H specification clause 301.

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. as per MORT&H specification clause 305.

Construction of subgrade and earthen shoulder with approved material obtained from borrow pits(carted earth) with all lift & lead , transporting to site, spreading,grading to required slope and compected to meet requirement of table 300-2. (for 5 Km. distance) as MORT&H specification clause 305.

Construction of embankment with approved material deposited at site from roadway cutting and excavatio from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 as per MORT&H specification clause 305.

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 MORT&H specification clause 401.

Laying of 80 mm thick pre moulded inter locking paver tiles over 20 cm compected GSB including 4 cm thick coarse sand bed over prepared surface including all labour T&P etc. required for proper completion of work as per MORT&H specification clause 201.

Recycling asphalt and granular pavement by cold miling using truck mounted / self propelled cement / lime spreader. The cement/lime spreader shall have variable working width with microprocessor controlled spray rate through augers and cellular wheels. The aggregates shall be in situ pulverized / stabilize using four wheel drive recycler. The recycler shall have working depth upto 50 cm with variable depth control system. Compacting with vibratory roller to achieve the desire unconfined compressive strength and form a layer of Base with 22% extra fresh material as per MORT&H specification clause 406.

Recycling asphalt and granular pavement by cold miling using truck mounted / self propelled cement / lime spreader. The cement/lime spreader shall have variable working width with microprocessor controlled spray rate through augers and cellular wheels. The aggregates shall be in situ pulverized / stabilize using four wheel drive recycler. The recycler shall have working depth upto 50 cm with variable depth control system. Compacting with vibratory roller to achieve the desire unconfined compressive strength and form a layer of Base with 66% extra fresh material as per MORT&H specification clause 406.

Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cement and 3.50% Emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density as per MORT&H specification clause 406.

Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared surface cleaned with hydraulic broom as per MORT&H specification clause 503.

Providing and laying dense graded bituminous macadam with 100 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder as per job mix , 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 Specifications Clause 505 complete in all respects.( Grade-2 ) .

Providing and laying bituminious concrete with 100 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder as per job mix, 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 Specifications Clause 507 complete in all respects.

Earth work in excavation of foundation in Marshy Soil upto 6.00 mtr depth of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dewatering & removal of slush, dressing of sides and bottom and backfilling with approved material as per MORT&H specification clause 304.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification including cost of sand as per relavent MORT&H specification clause.

Plain cement concrete M-15 in foundation mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per relavent MORT&H specification clause.

Brick Masonry Work with Cement and coarse Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications as per relavent MORT&H specification clause.

Reinforced cement concrete Grade M-25 in super-structure complete as per drawing and Technical Specifications & as per MORTH specification 1500, 1700 & 2200

Plain cement concrete Grade M-25 in wearing coat complete as per drawing and Technical Specifications & as per MORTH specification 1500, 1700 & 2200

Supplying, fitting and placing Mild steel reinforcement complete in R.C.C. structure as per drawing and Technical Specification & as per MORTH specification 1600 & 2200

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

Struck pointing with cement mortar consisting of one part cement & three parts of sand including supply of all material,labour and T&P etc required for proper completion of the work as per relavent MORT&H specification clause.

Plastering with cement mortar (1:3) in substructure/superstracutre as per technical specification as per relavent MORT&H specification clause.

Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days as per MORT&H specification clause 201.

Supply, laying & fixing of NP-3 pipe with collers, 1000 mm dia NP-3 pipe with collers

Same as Item No. 26 but 600 mm dia NP-3 pipe with collers

Same as Item No. 26 but 300 mm dia NP-3 pipe with collers

Furnishing and placing reintforced cement concrete M20 in sub structure as per drawing and Technical Specifications.

Protection work

E/W in excavation in trenches for Toe Wall in ordinary soil including lift upto 1.5 m & dressing of sides & ramming bottoms & disposal of surplus excavated earth as directed by the engineer I/C within a lead of 50 m.

Construction of Toe Wall with stone boulders weighing not less than 40 kg .

Construction of flexible apron 1.0 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

Laying of a geotextile filter (280 gsm non woven, 100% polyster) between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.

Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specification (as per MORTH specification 2504)

Brick soling with straight over burnt bricks laid on edge and dry brick including preparation of subgrade to required camber and template filling joints with local earth spreading, binding coat 1 cm deep of local cavity excluding cost of material, labour, T&P etc. required for proper completion of work.

Construction of Minor Bridge span 5x10.00 Mtr on Beta Nala in Km 11

Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification as per MORTH specification clause 12.10

Providing and constructing one span service road to reach island location from one pier location to another pier location

Providing and Constructing Temporary Island 10 m diameter for Construction of Well Foundation for 8 m dia. Well.

Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. Using concrete mixture, including form work, labour, material & machinary etc RCC M-30 grade in well curb

Same as Item No. 45 but RCC M-30 grade in Well Steining

Same as Item No. 45 but False Staining M-30

Same as Item No. 45 but PCC M-25 grade in Bottom Plug

Same as Item No. 45 but PCC M-20 grade in Intermediate Plug

Same as Item No. 45 but RCC M-30 grade in well cap

Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level in Sandy soil Depth below bed level upto 3.0 M

Same as Item No. 46 but Beyond 3m upto 10m depth

Same as Item No. 46 but Beyond 10m upto 14 m

Sand Filling in Wells complete including all labour, Machinary & T&P etc as per Drawing and Technical Specifications.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

M30 grade Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement complete in sub structure as per Drawing and Technical Specifications.

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

Reinforced cement concrete in super-structure complete as per drawing and Technical Specifications Deck Slab M 40

Same as Item No. 52 but Road Kerb M-40

Same as Item No. 52 but Crash Barrier M-40

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in super structure complete as per Drawing and Technical Specifications.

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.

Drainage spout complete as per drawing and technical sppecifications.

Providing and laying Cement concrete in Approach slab M-15 grade complete as per drawing and Technical Specifications.

Providing and laying Rienforcement Cement concrete Approach slab M-30 grade including reinforcement complete as per drawing and Technical Specifications.

Providing and laying of strip seal expansion joint catering to maximum horizontal movement upto 70mm complete as per approved drawing.

Providing and applying 2 coats of water based cement Paint to unplastered concrete surface

M/s Ambe Traders