Construction of HL Bridge over Local Nallah on CC road Anuapada to Dihabaspur via Naraharipur road

CE RW I / RWCIRCLE-KENDRAPARA · Kendrapara, Odisha · Civil Works & Infrastructure · open

Key facts

Tender value: ₹2.3Cr
EMD: ₹2.3L
Published: 28 Sep 2026
Closing date: 09 Oct 2026
Status: open

Description

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Percentage
Evaluation: Percentage
Make in India (MII): No
MSE preference: No

Line items (29)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202 — Qty: 167.99 cum
Earth work in excavation of in hard soil with initial lead and lift including dressing the sides & leveling the bed of the foundation to the required width & required depth including dewatering if necessary and stacking the excavated materials away from working area etc.complete and as per specification and direction of Engineer in charge. — Qty: 1204.722 cum
Earth work in excavation of in hard soil in foundation with initial lead and lift including dressing the sides & leveling the bed of the foundation to the required width & required depth including dewatering if necessary and stacking the excavated materials away from working area etc.complete and as per specification and direction of Engineer in charge. — Qty: 1136.334 cum
Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost. , conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work with cess etc complete as per specification & direction of Engineer-in Charge. — Qty: 455.316 cum
Cement concrete (1:3:6) in foundation & plinth with 4cm. crusher broken granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator ,providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge In Substructure — Qty: 364.8 cum
In Foundation — Qty: 62.032 cum
Cement concrete of M-150 having maximum compressive strength of 150 kg./cm2 ( test to be conducted) on 150 mm. cubes tested at 28 days including curing (tests 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 40 mm. size down grade of approved quality to be protested in the laboratory) obtained from approved quarry the proportion mix, grading conforming to relevant ISI/IRC codes including hoisting, lowering concrete in layers not exceeding 150 mm. thick each compacting with vibrator watering & curing for 28 days centering shuttering & finishing the exposed surface smooth providing grooves & beads where necessary including cost, conveyance royality & taxes of all labour machineries etc. required for the work complete in all respects including dismantling the centering & shuttering as per specification & direction of Engineer-in-Charge. In foundation — Qty: 284.861 cum
Above Bed level — Qty: 122.26 cum
Pier & Abutment cap — Qty: 19.295 cum
Dirt Wall — Qty: 1.785 cum
Deck Slab — Qty: 93.518 cum
Wearing Coat - Mastic Asphalt — Qty: 188.1 cum
Approach Slab — Qty: 658.35 cum
Supplying, providing, fixing in position RCC Crash barrier monolithic with slab M-40 grade as per approved drawings and Technical Specifications (Part I/II) Clause 809 section 800 & section 1000, 1500, 1600, 1700 with their clauses and sub clauses of MORTH specification for Road & Bridge works (4th revision) and including full compesating to costs all operations, contingencies incidentals involved for the finished defect free item of work to specification and as directed by Engineer or his representative to specification. — Qty: 50.16 rm
Providing HYSD bars confirming to approved grade F-415 including all labours for 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 with Cess in all respect (weight of binding wire shall not be considered for payment at all which will be borne by the contractor) as per specification and direction of the Engineer in charge. — Qty: 481.39 qtl
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. — Qty: 43.425 cum
Providing weep hole in plan / Reinforced concrete abutment, wing wall / retaining wall with 100mm dia A.C. Pipe, extending through the full width of the structure with slope of 1V : 20 H towards drawing face complete as per drawing and technical specification and direction of Engineer in charge. — Qty: 87.6 rm
Providing Rough stone dry packing / pitching in slope, protection walls, approns and revetments to designed thickness using hard granite stones of required size of approved quality from approved quarry including quarrying supplying conveying and cost conveyance taxes royalty of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level as per direction of the Engineer in charge including dewatering if required. — Qty: 368.691 cum
Supplying & filling behind abutment, wing wall and return wall etc with approved quality of gravel / sandy material including watering to complete saturation & ramming complete with all leads & lifts including cost. Conveyance royality & taxes of all materials & cost of all labour & T&P required for the work complete ( measurement will be taken for compacted section as per direction of Engineer-in-Charge.)Granular Material — Qty: 174.561 cum
Sandy Material — Qty: 21.134 cum

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