Pradhan Mantri Gram Sadak Yojana Tender

Earth work Excavation in road way in hard rock with rock breaker including breaking rock loading in tippes and disposal with a lift up to 1.5m and lead upto 1000 mtrs. treaming bottom and side slopes in accordance with requirement of lines, grades andcross section as per technical specification clause 302.3.5 complete as per specification & direction of Engineer-in-charge. (By Mechanical means)

Earth work in excavation of foundation in all kinds of soil including moorum & stoney earth & gravel mixed with boulders with all leads & lifts including dressing of sides & leveling the bed of the foundation to the required width & required depth including shoring,shuttering,propping,bullah pilling, dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas as directed by the Engineer-in-Charge complete as per specification & direction of the Engineer-in-Charge .( Lift up to 1.5 mt.)

Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305.1 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.

Supplying & filling good clean river sand below appron and raft including watering to complete saturation & ramming complete with all leads & lifts as per approved Drawing & Technical Specifications and as per Section - 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) including cost,conveyance,royalty & taxes of all materials & cost of all labour & T & P required for the work complete. (Measurement will betaken foe compacted section as per direction of the Engineer in Charge

Providing concrete for plain Cement concrete M10 ( 1:3:6) in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge

Cement concrete of M-15 grade having maximum compressive strength of 150kg./cm2 (test to be conducted ) on 150 mm. cubes tested at 28 days curing (test to be conducted in accordance with IS 456/IS 516) & conforming to clause -302 of IRC 21/1987 using clean crusher broken hard granite coarse aggregate of 20mm size down grade of approved quality (to be tested in the laboratory) obtained from approved quarry. The proportion mix, grading conforming to relevant ISI/IRC codes pre-approved including arranging of reinforcement as per approved drawing including hoisting, lowering & laying concrete in layers not exceeding 150mm thick each compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties & taxes of all labour T&P & machineries etc. required for the work complete in all respects including dismantling the centering & shuttering as per specification & direction of the Engineer-in-Charge

Foundation

Sub-Structure

Sub-Structure (Above Bed)

R.C.C. of M-25 of controlled quality having minimum cube strength of 250kg./sqcm. On 150mm. Cube at 28 days with clean hard crushe

Above Bed(Abutment & Pier) ,Column,Wings and Tie beams

Pier , Abutment Cap & dirt wall

Deck Slab & Road Kerb

RCC of design mix of M-30 grade having specified characteristics compressive strength/ target mean strength of 300kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 12 mm to 20mm. .sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works)

Raft & Approach Slab

Above Bed(Abutment & Pier) and Column

Wearing Coat

R.C.C. work of M - 20 grade with 20 mm and down grade HGCB chips incl. hoisting, laying concrete in layers not exc. 15cm thick, compacting by means of vibrator, curing, finishing the exposed surface smooth, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance, royalty & taxes of all materials, cost of labour and T&p etc. all complete as per the direction of Engineer-in-charge. ( A/R P/50 item 4 ) Post & Railling

Supply of HYSD bars confirming to grade Fe-500 cutting bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor (standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987

Foundation

Sub Structure

Super Structure

Providing and laying of Filter media with stone crushed aggregates of 45mm size 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 surfact behind abutment,wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification & direction of Engineer-in Charge.

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg of hard granite stone of approved quality including, filling the interstices with small stones spalls etc. with cost, conveyance, royalty and with all leads and lift & taxes of all materials & cost of all labour & T & P etc complete in all respect and as per direction of the Engineer in Charge.

Gravel backing to revetment including cost and carriage of gravel etc. complete

Grounting in approns and rivertment in C.C. (1:4 : 8) with 25 mm thick hard granite metal with all cost, carriage, royality etc. complete.

Providing strip seal expansion joint etc. complete as per approved drawings and standard specifications to be installed by te manufacturer/supplier or their autorised representative ensuring compliance to the manufacturer's instruction for instalation.

Fixing of anchoring bars upto 25mm to 38mm dia in foundation rock in abutments and piers including drilling holes, fixing wedged anchors and grouting with cement mortar 1:4 complete as per the direction of Engineer in charge excluding cost of M.S. rods .

Including cost of G.I Pipe

Excluding cost of G.I Pipe

Providing weep holes in Brick masonery/ plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC Pipe.

Providing & laying sub-base in layers not exceeding 22.5Cm watering and compaction to the required density in O.M.C with PRR but excluding cost and conveyance of sub base materials.

Providing and laying Tar paper bearing

Painting two coats including primer with epoxy paint with any approved paints on concrete / steel surface after throgh cleaning of surface to give an even shade as per including drawing and technical specification clause 1701 of MORD.

Providing two coats of cement wash to the surface with approved quality cement to give an even surface

Routine Maintenance (Including all taxes and duties)

1st Year

2nd Year

3rd Year

4th Year

5th Year