Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date6 Jan 2025
Closing Date20 Jan 2025
Tender Amount₹ 9,05,26,828
Costs
EMD
₹ 18,10,537Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWD_268029_1Bid Award Id
ViewTender No
13/SE/Shahdara Cir. M/PWD/NIT/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://www.pwddelhi.gov.in/
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BOQ Items
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
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Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
391
2434
951792
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Providing and applying tack coat using bitumen emulsion conforming to 1S: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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On bituminous surface @ 0.25kg /sqm
129868
14
1824645
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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) degrees to base. The reflective panels on both sides with at least 12 om 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.
2040
206
420852
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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.
2624
12126
31819149
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Providing and applying 2.5 mm thick road marking strips (retro-reflective) 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.
3204
747
2395951
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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.
200
904
180840
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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 15% (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 separately)
3429
9687
33219809
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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 mix 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 month 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 minimum 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 Mix Plant of 100-120 TPH capacity. (Cost of using less bitumen over 6.00% shall be recovered separately as per approve Job mix design subject to minimum 5.80% and maximum 6.20%).
1013
13214
13386694
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Providing and laying C.C. pavement of mix M-25 with ready-mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of the Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately).
391
9823
3841106
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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 and undamaged 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 or asphalting work including local repair of damages/distress occurred after milling etc. Complete as per method and machinery prescribed in IRC.
6902
1157
7990445
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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
96871358
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-2615527
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Credit of stone aggregate received from cold milling of existing bituminous layer.
5843
-638
-3729003
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