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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 LAccepted-AOC | L1 | Accepted-AOC Lowest Rate | |
| 2 | L2₹6.2 L+₹70,792 (12.8%)Rejected-Finance | L2 | Rejected-Finance High Rate |
Tender Value
₹6.0 L
EMD Value
₹12,000
Closing Date
17 Sept 2024, 2:00 pmClosed
SE NHC II
SUPERINTENDING ENGINEER NATIONAL HIGHWAY CIRCLE-II, P.W.(ROADS)DTE.(1st FLOOR),DR.B.C.ROY AVENUE,DURGAPUR, DIST-PASCHIM BARDHAMAN, PIN-713201.
Temporary rectification of Road Safety measures of 01 no Black Spots ID no 134116 at Milan More km 6.500 along NH 131A under NH Division No VII in the district of Malda during the year 2024 25 on SBD mode Job No.131A WB 2022-23 494
2024_MoRTH_824944_1
04 OF 2024-25 OF SE, NHC-II
Open Tender
Civil Works
Item Rate
30 days
Malda
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
AS PER RFP
₹12,000
4 Dec 2024
6 Sept 2024
18 Sept 2024
6 Sept 2024
17 Sept 2024
11 Sept 2024
6 Sept 2024 - 13 Sept 2024
Amount
Trapezoidal Table Bump: Construction of Trapezoidal Table Bump with Bituminous Concrete (Gr-1) as per Table 3.2 IRC: 99-2018 including Thermoplastic paint as per Fig. 3.2 of IRC: 99-2018. For 5.50 m carriageway
Tack Coat Providing and applying tack coat with Cationic bitumen emulsion (RS1) complying with IS:8887 using emulsion pressure distributor on the prepared bituminous/granular/cement concrete pavement surface cleaned with mechanical broom and high pressure air jet (Reference to MORT&H's specification clause 503). i)On bituminous surface @ 0.20kg-0.3kg /sqm.
Bituminous Concrete Providing and laying bituminous concrete 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 withbituminous binder@ 5.2% (min) for Gr.-1 (19mmaggregate size) & @ 5.4% (min) for Gr.-2 (13.2mm aggregate size), as per table 500-17, of mix andfiller(Cement /lime / Rock dust ), transporting the hotmix to work site, laying with a hydrostatic paver finisherwith sensor control to the required grade, level andalignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.507 complete in all respects (Reference to MORT&H's specification clause 507). for Grading-2 ( 13.2 mm nominal maximum aggregate size), Layer thickness:30-40mm
Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing (Reference to MORT&H's specification 801). 90 cm equilateral triangle
Retro-Reflectorised Traffic Signs 60 cm equilateral triangle
Retro-Reflectorised Traffic Signs 90 cm Circular
Retro-Reflectorised Traffic Signs : 90 cm octagon
Direction and Place Identification Signs upto 0.9 sqm Size Board :- Providing and erecting direction and place identification retroreflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (Reference to MORT&H's specification 801) i) For Single Chevron (Normal) (500 x 600) mm
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes (Reference to MORT&H's specification 803).
Reflective Pavement Marker with Shank Providing and fixing of single mould twin shanked moulded road markers/ road studs made of poly carbonate or ABS body and shall support a load of 13635 kg tested in accordance to ASTM D4280 and complying with specifications as per clause 804 of MoRT&Hs 5th revision and section 5 of IRC-35:2015, the reflecting panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lenses face. The slope of retro reflecting surface should be 25 +/-5 degree to base. The reflective marker shall be fixed on the road surface using the epoxy/adhesive and the procedure recommended by the manufacturer. No nails shall be used to affix the markers so that they do not pose safety hazard on the road.
Solar Blinker(Market Price)
M/S RATAN ENGINEERING CO
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