Construction of H.L. Bridge over Siaria Nallah at 0.250 Km on Phampatota-Gundadwar to Badhia Road in the District of Kataka under SBY for the year 2026-27
RWCIRCLE-CUTTACK · Cuttack, Odisha · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹3.3Cr
- EMD: ₹3.3L
- Published: 19 Sep 2026
- Closing date: 30 Sep 2026
- Status: open
- Department: CE RW I
- Office: Chief Construction Engineer Rural Works Circle, Katak
Description
Construction of a high-level bridge over Siaria Nallah including earthwork, concrete, steel reinforcement, drainage, and finishing works as specified in the tender document for the district of Kataka, Odisha, for the year 2026-27.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (32)
- Earth work in excavation of in hard soil with initial lead and lift including dressing the sides & leveling the bed of the foundation — Qty: 2050.08 cum
- Earthwork in excavation in foundation in all kinds of soil within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth etc — Qty: 1749.67 cum
- Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost — Qty: 548.97 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 Foundation — Qty: 95.71 cum
- In Substructure — Qty: 8.66 cum
- RCC of design mix of M-300grade having specified characteristics compressive strength/ target mean strength of 250kg./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 20mm. down graded.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)In Foundation — Qty: 17.1 cum
- RCC M-40 Crash Barrier — Qty: 79.64 rm
- Wearing Coat with Mastic Ashphalt — Qty: 298.65 sqm
- Providing HYSD bars confirming to approved grade F-415 including all labours for cutting ,bending, binding, lapping, splicing, welding etc. — Qty: 941.46 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 — Qty: 52.39 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 — Qty: 100.5 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 — Qty: 482.56 cum
- Supplying & filling behind abutment, wing wall and return wall etc with approved quality of gravel / sandy material including watering to complete saturation & ramming — Qty: 155.5 cum
- Supplying and fixing of RCC Guard post of 150 mm dia and IM long in RCC (1:2:4) using 20mm down graded size h.g chips including all labours, materials ,carriage ,royality & taxes of etc. complete. — Qty: 204 nos
- Providing , fitting , fixing expansion joint confirming to ISI specification including all cost , carriage , taxes etc — Qty: 34 rm
- Providing , fitting , fixing saletax board confirming to ISI specification including jute filler in between expansion joints — Qty: 9.78 sqm
- Providing & fixing Drainage spout complete as per drawing and Technical Specification — Qty: 42 nos
- Providing, laying tar papers of approved quality confirming to ISI specification above pier & abutment caps to receive concreting for slab casting — Qty: 34.91 sqm
- Providing and erecting Informatory retro-reflectorised sign as per IRC-67-2012 made of class-B retro-reflective sheeting of high intensity prismatic grade sheeting — Qty: 2 nos
- Providing and applying two coats of water based cement paint to unplastered concrete surface — Qty: 189.15 sqm
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