Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date6 Jan 2025
Closing DateCancelled
Tender Amount₹ 6,85,39,646
Costs
EMD
₹ 13,70,793Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWD_268021_1Tender No
12/SE/Shahdara Cir. M/PWD/NIT/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://www.pwddelhi.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.
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With medium setting bitumen emulsion
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-
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On bituminous surface @ 0.25kg/sqm
103948
14
1460469
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Providing 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.
1760
206
363088
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Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge
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40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
2214
12126
26847407
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Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
2782
747
2080380
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Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge.
140
904
126588
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Providing and laying Dense Bituminous Macadam by Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 20% (Percent) of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required (as per designe mix) grade, level and thickness, all as specified in clause 517, of standard data book MORTH complete as per specifications and directions of Engineer-in-charge.
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50 to 100 mm average compacted thickness with bitumen of grade VG-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.( Cold milling will be paid seperately)
3195
9308
29741456
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Providing and laying stone matrix Asphalt (SMA) using crushed stone aggregates of specified grading, premixed with bituminous binder and lime filler and cellulose fiber transporting the hot to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per morth specification (5th revision) clause no. 515, complete in all respects and as per directions of Engineer-in-charge.
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40/50 mm compacted thickness with bitumen of grade VG-30 @ 6.20% (percentage by weight of total mix) and lime filler @ 6% to 10% (percentage by weight of Aggregate) and bitumen coated cellulose fiber pellets @ 0.45% of total mix, prepared in Batch Type Hot Plant of 100-120 TPH capacity
322
13214
4255198
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Cold Milling of Asphaltic Surface /Pavement (removal of BC/DBM or any asphaltic material from road surface/ concrete surface) in thickness of 50 to 120 mm so as to maintain surface below in shape, slope, undamaged and workable to lay fresh layer of asphaltic material in line, level, size, depth as directed by Engineer-in-charge including transportation and disposal of removed material from site for all lift and leads. Cleaning of surface and making good of asphalting work including local repair of damages / distress occurred after milling etc. complete as per method and machinery prescribed in IRC.
5578
1157
6457651
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Modified Estimated Cost after using correction factor on DSR 2023 on account of GST @ 0.973 (vide No. 158/SE(TAS)/GST/2024/02-E dated 08.08.2024) on DSR items
73701439
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-1989939
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Credit of stone aggregate received from cold milling of existing bituminous layer.
4970
-638
-3171854
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