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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.9 LAccepted-AOC AT WARD NO 05 P O PURI P S BAISIPAHI DIST PURI PIN 752001 | PURI | PURI | ODISHA | 752001 | ₹17.9 L Quoted ₹12.9 L | L1 | Accepted-AOC He is the 1st successful lottery winner, so his rate is accepted and awarded. |
| 2 | L2₹13.2 LRejected-Finance | ₹13.2 L | L2 | Rejected-Finance As 1st successful lottery winner is accepted, hence others are considered as rejected. |
| 3 | L3₹13.9 LRejected-Finance AT HANDIALI P O GADAVOLANG P S BRAHMAGIRI DIST PURI PIN 752011 | PURI | PURI | ODISHA | 752011 | ₹13.9 L | L3 | Rejected-Finance As 1st successful lottery winner is accepted, hence others are considered as rejected. |
Tender Value
₹17.9 L
EMD Value
₹17,900
Closing Date
18 Feb 2026, 5:00 pmClosed
Superintending Engineer,Rural Works Division,Puri
O/o Superintending Engineer,R.W Division,Puri
Repair to N.H.203 to Kahalpada road in the District of Puri for the year 2025-26.
2026_CERWI_125809_1
Online-18 Dt. 04.02.2026
National Competitive Bid
Civil Works - Roads
25 days
Puri
Please refer DTCN.
2 documents required · 2 mandatory
₹6,000
₹17,900
Yes
18 Apr 2026
11 Feb 2026
19 Feb 2026
11 Feb 2026
18 Feb 2026
11 Feb 2026
11 Feb 2026 - 17 Feb 2026
Earthwork in excavation for foundation of structures in all kinds of soil upto 3 m depth as per drawing and technical specification includding 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 with sand trenches as per drawing and technical specifiction clause 3005.3.9 with cost conveyance, royalities, taxes of the materials and labour with T&P required for the work etc. complete as per specification and direction of the Engineer-in-Charge.
Providing P.C.C. (1:3:6) M-10 grade concrete for plain concrete in open foundations complete as per drawings and technical specification with 40mm size HG metal of appoved quality from approved quarry including hoisting, lowering and laying in position in layers with proper packing and ramming by means of vibrator to proper slope and level including cost of curing for 28 days with cost, conveyance, royality , taxes of all materials required for the work, hire and running charges of machineries and labour with T & P required for the work etc. complete in all respect as per the specification and direction of the Engineer-in-charge.
Providing cement concrete of M-15 grade with 40mm size qua of approved quality and from approved quarry including hoisting, lowering and laying concrete & ramming in layers not exceeding 0.15m thick watering and curring etc. complete 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.
Clearing grass and removal of rubbish on both sides of the road to facilitate widenig of berms disposal of the stuff including all labour T&P articles required for the work etc. complete as per specification direction of the Engineer-in-charge.
Labour for scraping cleaning the road surface applying tack coat using 3.0kg of bitumen for 10 sqm and laying 37.5mm thick built up spray grouting in one layer using 0.45cum of 25mm to 40mm size hard granite metal & 12.00kg penetration grade of bitumen for 10 sqm in each layer with 0.12cum of 12mm size hard granite chips as key stone for 10 sqm spreading over & laying including heating pouring & spreading over & spreading bitumen metal & chips & rolling with PRR including hire & running charges of PRR, tar boiler & all other T&P articles but excluding cost & conveyance of bitumen, metal & chips etc. complete as per the specification and direction of the Engineer-in-Charge.
Providing and applying tack coat using bitumen @0.20 kg per sqm on the prepared granular surface / bitumenous surface cleaning with hydraulic brooms including cost of all materials, labour , T&P etc. complete as per the specification and direction of the Engineer-in-Charge.
Providing and laying semidense bituminouse concrete with batch type hot mix plant using crushed aggregates of specified grading , premixed with bituminouse binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, lysing with a hydrostatic pavor finisher with sensore control to the required grade , level & allignment, rolling with smooth wheeled, vibratory & tendem rollers to achieve the desire compaction etc. complete as per the specification and direction of the Engineer-in-Charge.
Providing & laying granular sub-base with moorum & laying in layer not exceeding 100mm thick including watering & compacting with PRR including hire & running charges of PRR with cost of all materials, labour, T&P required for the work etc. complete as per spefifcation and direction of the Engineer-in-charge.
Construction of embankment with approved materials obtained from borrow pits with all leads and lifts and transporting to site by mechanical means within a lead of 5 Kms, spreading, grading to required slope & compacting to meet requirement of Tables 300-2 & Clause 305 of MOSRT&H specifications for road & bridge works (4th revision) etc. complete as per direction of the Engineer-in-Charge.
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