Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date14 Nov 2024
Closing Date22 Nov 2024
Tender Amount₹ 58,26,000
Costs
EMD
₹ 1,16,520Document Cost
₹ 600Tender Fee
Refer Documents
Summary
Macadamization Of Road From Panchyat Ghar Sundla To High School Sundla Under Cities And Town 2024-25.
Description
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Contact
Tender Id
2024_PWDJK_264550_3Tender No
e-NIT No. 22 of 2024-25 Dated 13.11.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://jktenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
Supplying and stacking at site 53 mm to 22.40 mm
205.43
1204
247368.53
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density
410.85
768
315594.43
Supplying and stacking at site Stone sceening of size 11.20 mm nominal size (type B)
78.33
1204
94321.07
Supplying and stacking at site crusher/stone dust
32.87
770
25309.9
Providing and applying tack coat using hot straight run bitumen of grade –VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications On W.B.M. @ 0.75 Kg/sqm.
2739
75
207479.25
Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity
136.95
8734
1196237.71
2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately) With paving Asphalt grade VG-30 with no solvent
2739
268
734462.85
Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.
2739
102
281706.15
Berm filling by way of providing, laying, watering & compacting in layers not exceeding 200 mm thick with 80-100 KN roller, river bed material free of organic material mixed with coarse aggregate, round Nallah shingle max agg. Size 75 mm including carriage from source to site of work including of all leads & lifts complete.
494.4
650
321360
Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic 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.
166
638
106057.4
Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete Non-pressure NP-3 class (Medium duty) R.C.C. pipes 600 mm dia. R.C.C. pipe
14.64
2415
35367.31
Slip Clearnace 60% Qty. in In ordinary soils disposal lead upto 50 m and lift upto 1.5 m and 40% Qty. In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m
262.8
224
59116.86
Carriage of Sand avg. lead upto 35 km by MT including all leads, lifts and carriages complete.
16.43
575
9456.12
Carriage of Stone Aggregate below 40 mm nominal size avg. lead upto 25 km by MT including all leads, lifts and carriages complete.
312.51
465
145360.9
Carriage of Stone Aggregate 40 mm and above nominal size avg. lead upto 25 km by MT including all leads, lifts and carriages complete.
267.05
505
135031.16
Carriage of Crusher/ Stone Dust avg. lead upto 25 km by MT
33.67
465
15661.26
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