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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹126.0 CrAccepted-AOC | ₹126.0 Cr | L1 | Accepted-AOC L1 accepted |
| 2 | Rejected-Technical | - | - | Rejected-Technical Does not meet Bid Requirements |
| 3 | Rejected-Technical NO 11 ANNAI VELANKANNI STREET KAMARAJ NAGAR PUDUCHERRY 605 011 | PONDICHERRY | PUDUCHERRY | 605011 | - | - | Rejected-Technical Does not meet the Bid Requirements |
Tender Value
Refer Docs
Closing Date
23 Jul 2015, 3:00 pmClosed
Superintending Engineer (H), TNRSP II, Chennai
Superintending Engineer (H), TNRSP II, TNMB Building 1st Floor, 171 South Kesavaperumalpuram, Off Greenways Road, R.A.Puram, Chennai-28.
Maintenance of Nagappattinam - Tuticorin corridor Roads in TN
2015_TNRSP_46167_1
TNRSP II/ OPRC-02/2015-16
Open Tender
Civil Works - Highways
1826 days
Chennai
Refer tender document
8 documents required · 8 mandatory
₹0
Exempted
Chennai-28
29 May 2024
17 Jun 2015
23 Jul 2015
17 Jun 2015
23 Jul 2015
17 Jun 2015
30 Jun 2015
Amount
1. Ordinary Maintenance (LS) for 314.243 km
a. Carriage way
b. Culvert and structures
c. Miscellaneous
TOTAL
2. Initial Rectification (LS) for 314.243 km
Repairs to BT carriageway wherever required to bring the specified service level for the damages, pot holes, ruts & depressions, delamination, stripping, edge breaking, dig out etc., by taking up the following works but not limited to a. Sealing cracked area by patching b. Pot holes filling with BC c. Treatment of bleeding area by spreading hot sand d. Maintenance of earthen shoulder (filling with fresh soil) (making up loss of material/irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment) as per MORT&H specification Cl. 3003 and 408 e. Milling of 40 mm depth of rutted/bleed/shoved/slipped area of the affected lane and laying of 40 mm BC f. Patching of edge break by laying Bituminous Concrete complete as per MORT&H spectification Cl. 509 g. Providing and applying tack coat with bitumen emulsion complete as per MORT&H specification Cl. 503 h. Structure cleaning as per MORT&H specification Cl. 202
TOTAL
3. Periodic Maintenance (LS length on completion) a. Providing and applying tack coat with bitumen emusion pressure distributor at the rate of 0.20 kg/sqm on the prepared bituminous/granular surface cleaned with mechanical broom complete as per MORT&H specifcation Cl. 503 b. Providing and laying bituminous concrete 40 mm thick with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filter, 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 achieve the desired compaction as per MORT&H specification Cl. No. 509 complete in all aspects c. Renewal of centre line, edge marking, zebra crossing etc., complete as per MORT&H specification Cl. 803 d. Maintenance of earthen shoulder (filling with fresh soil) (making up loss of material/irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment) as per MORT&H specification Cl. 3003 and 408 e. Provision for roughness measurement for 314.243 km
For 1st Year two lane covering available full c/w width (upto 8m) (minimum length)
For 2nd Year two lane covering available full c/w width (upto 8m) (minimum length)
For 3rd Year two lane covering available full c/w width (upto 8m) (minimum length)
For 4th Year two lane covering available full c/w width (upto 8m) (minimum length)
For 1st Year two lane with paved shoulders covering available full c/w width (> 8m) (minimum length)
For 2nd Year two lane with paved shoulders covering available full c/w width (> 8m) (minimum length)
For 3rd Year two lane with paved shoulders covering available full c/w width (> 8m) (minimum length)
For 4th Year two lane with paved shoulders covering available full c/w width (> 8m) (minimum length)
TOTAL
4. Minor Improvement (BOQ)
Cleaning and grubbing complete as per MORT&H specification Cl. 201
Construction of subgrade and shoulder complete as per MORT&H specification section 300 and Cl. 408
Providing, laying & compacting drainage layer/filter layer complete as per MORT&H specification Cl. 401
Providing and laying Wet Mix Macadam base and profile corrective course of required thickness complete as per MORT&H specifications Cl. 406
Providing and laying Dense Bituminous Macadam course of required thickness on prepared surface complete as per drawing and MORT&H specifications Cl. 507
Providing and laying Bituminous Concrete wearing course complete as per drawing and MORT&H specification Cl. 509
Providing and laying tack coat with bituminous primer coat over granular surface with bitumen emulsion complete as per MORT&H specifications Cl. 502
Providing and laying tack coat with bituminous emulsion all complete as per MORT&H specifications Cl. 503
Road Marking as per MORT&H specifications Cl. 803
Road studs
Speed breaker made of rubber strip
High Mast light
Traffic blinker signal (L.E.D)
Installation of new Metal beam crash barrier as per MORT&H specifications Cl. 810
Installation of new Metal beam crash barrier after removal of existing damaged portion as per MORT&H specification Cl. 202 & 810
Cleaning of road side lined drain as per MORT&H specifications Cl. 3000
Construction of new lined drain
Km stone as per MORT&H specifications Cl. 804
Hectometer stone as per MORT&H specifications Cl. 804
Road Delineator as per MORT&H specifications Cl. 805
Guard post as per MORT&H specifications Cl. 806
Milling of 40 mm depth of rutted/bleed/shoved/slipped area of the effected lane and laying of 40 mm BC
Providing and laying 40 mm Bituminous Concrete complete as per MORT&H specifications Cl. 509
Providing and laying 50 mm Dense Bituminous Macadam complete as per MORT&H specifications Cl. 507
Providing and applying tack coat with bitumen emulsion as per MORT&H specification Cl. 503
Laying WMM in dismantled portion
TOTAL
5. Emergency Works (LS)
Provisional sum towards Emergency Works / Day Works
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