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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-Finance | ₹1.5 Cr | L1 | Accepted-Finance Lowest rate quoted |
| 2 | L2₹1.5 Cr+₹1.8 L (1.19%)Rejected-Finance THE UNIVERSE 3RD FLOOR OFFICE BLOCK SARBAPALLY NEAR EASTERN BYPASS SILIGURI WEST BENGAL 734008 | SILIGURI | DARJEELING | WEST BENGAL | 734008 | ₹1.5 Cr+₹1.8 L (1.19%) | L2 | Rejected-Finance Higher rate quoted |
| 3 | Rejected-Technical | - | - | Rejected-Technical Hardcopy not Submitted |
Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
24 Mar 2022, 5:00 pmClosed
SE, NHC III
SE, NHC III
Refer to tender and BOQ
2022_MoRTH_675559_1
WBPW_Rd/SE/NHC3/eNIB11/21-22
Open Tender
Civil Works - Roads
Item Rate
165 days
Dali
Refer to SBD
6 documents required · 6 mandatory
₹10,000
Refer to tender
₹2.9 L
O/O SE/NHC-III
31 May 2022
25 Feb 2022
28 Mar 2022
25 Feb 2022
24 Mar 2022
14 Mar 2022
7 Mar 2022
Amount
Tack Coat Providing and applying tack coat with Cationic bitumen emulsion (MS) 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). On bituminous surface @ 0.20kg /sqm
Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder of approved grade @ 4.0% (min) for Grading -1 and 4.5% (min) for Grading -2 by weight of total mix and filler(Cement /hydrated lime /Rock dust ) as per table 500-10 and mix design done as per table 500-11 and job mix formula as per clause 505.3.3 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 tandem roller and with pneumatic tyre roller of 12 to 15 tonne weight with a pressure at least 0.56 MPa as directed by E-I-C, and to achieve the desired compaction as per MORT&H specification clause No. 505.3.5 complete in all respects (Reference to MORT&H's specification clause 505). For Grading 2 (26.5 mm nominal maximum aggregate size) Layer Thickness 50 mm with pakur variety stone chips and VG-40 Bulk Bitumen.
25 mm thick Mastic Providing and laying 25 mm thick mastic asphalt wearing course with approved grade bitumen meeting the requirements given in table 500- 39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100°C, protruding 1mm to 4 mm over mastic surface, all complete as per clause 516 (Reference to MORT&H's specification clause 516 along with IRC:107). With pakur variety stone chips and VG-40 Bulk Bitumen.
Road Marking Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface sqm 509.60 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).
Raised Pavement Markers/Road Studs/Cats Eye Supplying & fixing of Raised Pavement Markers/Road Studs/Cats Eye made of polycarbonate moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face which shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and compling to Specifications of Category A of MoR&TH Circular No. RW/NH/33023/10-97 - DO III Dt. 11.06.1997 & MoRT&H's specification for Road &Bridge Works (Fifth Rev.). Marker height shall not be less than 10 mm and shall not exceed 20 mm, width shall not exceed 130mm and with minimum reflective area of 13 sqcm on each side and slope to the base shall be 35 ± 5 degree. Fixing will be without nails but by using epoxy resin based adhesive as per manufacturer's recommendation including site clearence etc and complete as directed by the Engineer in Charge. The contractor will have to provide a test certificate from a reputable national/international laboratory comforming the above specifications.
Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retro reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing (Reference to MORT&H's specification 801).
Supplying & fixing of Hazard Markers of size : 30cm X 90 cm as per IRC :79-1981 ( The above is inclusive of vertical post)
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