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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.6 LAccepted-AOC AT AHIPADA P O MURAL P S PURI SADAR DIST PURI PIN 752002 | PURI | PURI | ODISHA | 752002 | ₹12.6 L | L1 | Accepted-AOC He is the 1st successful lottery winner, so his rate is accepted and awarded. |
| 2 | L1₹12.6 LRejected-Finance AT MARKANDAPALA SUKULA P O SUKUL P S SATYABADI DIST PURI PIN 752014 | SUKUL | PURI | ODISHA | 752014 | ₹12.6 L | L1 | Rejected-Finance As 1st successful lottery winner is accepted, hence others are considered as rejected. |
Tender Value
₹12.6 L
EMD Value
₹12,610
Closing Date
27 Jan 2026, 5:00 pmClosed
Superintending Engineer,Rural Works Division,Puri
O/o Superintending Engineer,R.W Division,Puri
Repair to Alugum PWD Road to Bhimpur Via Terabati in the District of Puri for the year 2025-26.
2026_CERWI_124845_1
Online-17 Dt. 12.01.2026
National Competitive Bid
Civil Works - Others
30 days
Puri
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹12,610
Yes
30 May 2026
20 Jan 2026
28 Jan 2026
20 Jan 2026
27 Jan 2026
20 Jan 2026
20 Jan 2026 - 22 Jan 2026
Clearing & grubbing road land including uprooting rank vegetation , grass, bushes,shrubs, saplings & trees girth upto 300 mm, removal of stumps of such trees cut earlier & disposal of unserviceable materials by manual means & stacking of serviciable materials to be used or acutioned, upto a lead of 1000 m including removal & disposal of top organic soils not exceeding 150 mm in thickness as per technical specification clause 210 & as per direction of the Engineer-in-Charge.
Construction of embankment with approved material obtained from borrow pits with all lifts & leads, transporting to site by mechanical means within a lead of 5 kms, spreading, grading to required slope & compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H specifications forRoad & Bridge works (4th Revision)
Labour for scraping cleaning the road suface applying tack coat using 3.0 kg of bitumen for 10 Sqm and laying 37.5 mm thick built up spray grouting in one layer using 0.45 cum of 25 mm to 40 mm size hard granite metal and 12.00 kg penetration grade of bitumen for 10 sqm with 0.12 Cum of 12 mm size hard granite chips as key stone for 10 sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machineries but excluding cost and conveyance of bitumen ,metal and chips complete as per specification and direction of Engineer in charge.
Providing and laying semi dense graded bituminous concrete with batch type hot mix plant using crushed agreegates of specified grading , premixed with bituminous binder of 60/70 penetration grade of bitumen ,transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the required grade , level and alignment, rolling with smooth wheeled ,vibratory and tandem rollers to achive the desired compaction as per clause 508 of MoSRT&H specification for the road and bridge works (4th Revision) .
Providing and applying tack coat using bitumen emulsion RS-I @ 0.20kg per sqm on the prepared bitumenous surface/granular base treated with primer/ granular base (not primed) cleaned surface including cost of all materials, labour , T&P etc. complete as per the specification and direction of the Engineer-in-Charge.
Earthwork in excavation for foundation of structures in hard soil upto 3 m depth as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal up to a lead of 50m, dressing of sides and bottom and backfilling with excavated suitable materials and as per direction of Engineer-in-charge.
Filling in foundation and plinth with sand well watered and rammed including cost, conveyance, royalty, taxes of all materials, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.
Providing Plain cement concrete of M-15 grade with 40mm size H.G. chips & down graded of approved quality and from approved quarry including hoisting, lowering and laying concrete & ramming in layers not exceeding 0.15m thick watering and curring including cost ,conveyance, royality, taxes of all materials and labour with T&P required for the work etc. complete as per specification and direction of the Engineer-in-Charge.
Providing weepholes in brick masonry / stone masonry, plain / reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures including cost, conveyance, taxes of materials, labour with T&P articles required for the work as per specification and direction of the Engineer-in-Charge.
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