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Tender For Surface Renewal And Other Works In Km 0 To 3 And 4(P) Satsang Nagar- Bhirkhibad Road (Total Length -31.75 Km) Under Shrawani Mela For The Year 2024-25, Deoghar-Jharkhand

Road Construction Department has published Tender For Surface Renewal And Other Works In Km 0 To 3 And 4(P) Satsang Nagar- Bhirkhibad Road (Total Length -31.75 Km) Under Shrawani Mela For The Year 2024-25. Submission Date for this Tender is 15-05-2024. Road Work Tenders in Deoghar Jharkhand. Bidders can get complete Tender details and download the document.




Tender Notice

43335189
Tender For Surface Renewal And Other Works In Km 0 To 3 And 4(P) Satsang Nagar- Bhirkhibad Road (Total Length -31.75 Km) Under Shrawani Mela For The Year 2024-25
Open Tender
Indian
Jharkhand
Deoghar
15-05-2024

Tender Details

Surface Renewal And Other Works In Km 0 To 3 And 4 ( P ) Satsang Nagar- Bhirkhibad Road ( Total Length -31.75 Km ) Under Shrawani Mela For The Year 2024-25.

Key Value

Document Fees
INR 10000 /-
EMD
INR 298000.0 /-
Tender Value
INR 1.48 Crore /-

BOQ Items

Name of Work: Surface Renewal and other works in KM 0 to 3 and 4(P) Satsang Nagar- Bhirkhibad Road (Total Length -31.75 KM) under Shrawani Mela for the year 2024-25.
Sl. No. Item Description
1Providing and laying 25 mm thick mastic asphalt wearing course with paving 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 0.005 cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less tha 1000c, protruding 1mm to 4mm over mastic surface, all complete as per clause 516.
2Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
3Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction)for GradingII(19 mm nominal size)Packed Bitumen
4Bituminous 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 with bituminous binder @ 5.4 to 5.6 % of mix and filler, 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 MORTH specification clause No. 509 complete in all respects) for Grading-II (10 mm nominal size)
5Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
6Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)
7Maintenance 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.)
8Road 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.)
9GST @18% of Total Civil Work
10Labour Cess @1% (Civil Work + GST)
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