Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date8 Mar 2025
Closing Soon15 Mar 2025
Tender Amount₹ 11,40,000
Costs
EMD
₹ 1,14,000Document Cost
₹ 800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEUCZ_1015285_3Tender No
579/E-Tender/24-25 Dt-01.03.2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Providing, laying, spreading and compacting stone aggregates of 45-63mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. G-II
5.3
5500
29150
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Providing, laying, spreading and compacting stone aggregates of 22.4-53mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. G-III
5.3
5800
30740
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
5.3
5450
28885
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (RAP with 3.5% emulsion & 1% cement)
7.06
9450
66717
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Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.
70.6
36
2541.6
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Providing and applying tack coat with bitumen VG_10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
191.35
10
1913.5
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Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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. 505 complete in all respects. (Grade-II)
6.03
11500
69345
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Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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. 507 complete in all respects.
3.19
12500
39875
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Supply and fixing of M.S. iron railing 1.2 mtr high of approved design having vertical M.S. iron pipe, 14 Gauge of outer dia 41mm molded at rop at the inner dia 200mm connected together with M.S. pipe, 14 gauge of outer dia 25mm at three palces 40mm long and at the clear distance from bottom 125mm filled also with 25mm outer dia pipe continuously total height of railing legs 970mm except outer legs which embedded minimum 125mm in the base with 1:2:4 C.C. of size 230x230x230 mm hole in base . The railing have also two plates of size 230x230 mm squire and circular 14 gauge plane sheet, squire plate weld double on legs and circular plate in between semi circular head as per attaced drawing including cost of all material, labour and T&P etc. required for proper completion of work, and as per direction of E/I.
300
2500
750000
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