Renewal coat / Macadamisation and maintenance of road Nagam - Gogjipathri Nilnag, Length 18.0Kms, JK02-54, PMGSY Division Budgam (NIT 03 FY 2021-22 Tender Call - 1st)

Amount

PART A: PAVEMENT

Scarifying the existing Bituminous Surface to a depth of 50mm and disposal of scarified material within all leads and lifts upto 1km

Providing, laying, spreading & compacting stone aggregates of specific sizes to Water Bound Macadam (G-II) specification incld. spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100kN static roller in stages to proper grade and camber, applying & brooming with crushable, stone screening, binding materials to fill up the interstices of coarse agg., watering and compacting to the required density grade 2 as per technical specification clause 405.manual means.including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .

Providing and Laying Tack Coat with Bitumen (RS-1) using emulsion distributor @ 0.20 to 0.25 Kg per Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per technical specification clause 503.including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.

Providing, laying 25 mm thick semidense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronice sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge, 25mm compacted thickness with bitumen of grade VG-10 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in Drum Type Hot Mix plant of 60-90 TPH capacity) including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete).

Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A/B as per Technical Specification Clause 510.specification 1995) by Mech. means using bitumen (S-90) .including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.

PART B: PCC DRAIN

Earthwork in excavation for structures as per drawings and MORD technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto required lead , dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary/hard soil upto required depth.

Type B (First Class) bedding, Laying (first class) bedding of well compacted sand, moorum or approved granular material as per MORD technical specification clause 1105 (ii) including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)

Providing concrete for plain concrete in open foundations complete as per drawings and Technical Specifications clause 802, 803, 1202, & 1203 in PCC Grade M-10 Nominal Mix (1:3:6) including cost of form-work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .

Providing conc. for plain cement concrete in open foundation complete as per drawings and MORD technical specification clauses 802, 803, 1202, and 1203 P.C.C. Grade M-15 (1:2.5:5) Nominal mix.including cost of form-work & incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .

PART C: CRATE WORK

Earthwork in excavation for structures as per drawings and technical specifications clause 305.1, upto required depth, including setting out, construction of shoring and bracing, removal of stumps and other deterious material and disposal upto required lead , dressing of sides and bottom and backfilling in trenches with excavated suitable material hard soil/ordinary rock.(Finished work to be measured, complete )

Providing and laying of boulder apron laid in wire crates with 4 mm dia Black Anealed wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Backfilling behind abutment, wing, wall, return wall, R wall etc complete as per drawings and technical specification clause 1204.3.8.(Granular material )including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete. (for crate work)

Maintenance Cost of 1st year

Maintenance Cost of 2nd year

Maintenance Cost of 3rd year

Maintenance Cost of 4th year

Maintenance Cost of 5th year

The Contractor has to quote the rates for Construction part without GST and GST @12% shall be added at the time of Allotment.

M/S S l Road COnstruction

M/S Tech Builders