Pradhan Mantri Gram Sadak Yojana Tender

Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903

Compacting original Ground

Loosening of the ground upto a level of 300 mm below the subgrade level, watered graded etc…

SUB-BASE & BASE COURSE ( NON-BITUMINOUS)

Granular Sub-base with Well Graded Material (Table 400.1) (A).By Mix in Place Method (ii).For Grading II Material 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.

Water Bound Macadam Sub-base/base 2).WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and broomingetc. (A).By Manual Means

Water Bound Macadam Sub-base/base 3).WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (A).By Manual Means

BITUMINOUS SURFACE COURSE

Prime Coat (ii) Medium porosity Providing and applying primer coat with bitumen emulsion ( SS-1) on prepared surface of granular base including cleaning of road surface etc.

Tack Coat (ii).Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 (Cold Mix)

Seal Coat (II) Providing and laying seal coat using Bitumen Emulsion (COLD MIX) Type C

Kilometer Stone Reinforced cement concrete M 15 grade kilometer stone / local specification Clause 1703

ii) Ondinary kilometer stone ( Precast)

iii) 200 mile stone ( precast )

Providing and Fixing 'Logo' of PMGSY Project - Logo Board

Providing and fixing of typical PMGSY project Logo Board board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Providing and fixing '5 Year Maintenance Board' of PMGSY Project Providing and fixing of typical PMGSY information sign board with logo per MORD etc….

HP CULVERTS (1.00 m dia) 1 no

Foundation Excavation for Structures 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 and backfilling with approved material.)

Plain/Reinforced cement concrete M10 (1:3:6 nominal mix) in levelling coursein below open foundation of Head walls complete as per drawing and technical specifications

Bedding for Pipe

Stone masonry work in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. III. Random Rubble Masonry (1:4)

Providing and Laying cenment concrete NP3 as per design in Single row

Plastering in cement mortar 1:4 15 mm thick

Back filling in foundation trenches as per drawing and technical specification.

Filling in foundation trenches as per drawing and technical

Maintenance for 5 yr

Maintenance for 1st yr

Maintenance for 2ndyr

Maintenance for 3rd yr

Maintenance for 4th yr

Maintenance for 5th yr