Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date29 Feb 2024
Closing DateCancelled
Tender Amount₹ 1,58,00,000
Costs
EMD
₹ 9,90,000Document Cost
₹ 2,715Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEUCZ_907638_1Tender No
698/352C/E-TEN/STP-LMP/23-24 Dt 05-02-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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 paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Technical specification clause 406
410
2173000
5300
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.
3200
121600
38
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.
208
2350400
11300
Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.25 kg per sqm on the prepared surface cleaned with mechanical broom .as per technical specification 503
3200
40000
12.5
Providing and laying bituminious concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour 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 MoRT & H Specifications Clause 509 complete in all respects.
96
1200000
12500
Construction of subgrade and earthen shoulder with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compected to meet requirement of table 300-2.
567.98
107916
190
Providing ,supplying & fixing of 80mm thick I shaped ordinary gray 445/446 machanically compressed inter locking cement concrete pavers block manufactured by high pressure & controlled vibration machine having plain dimension 200x(160+120mm) with minimum 5mm thich topping of P.P.Cement mixed with 25% marbel powder .The compressive strength of concrete paver blocks shall not be less than 30MPa & 4.5kg/ including cost of 3cm thick bedding sand layer under the C.C. PAVER BLOCK ( as per IRC SP-83,2006) and including cost of all material labour T&P etc required of proper complition of work as directed by E/I
960
864000
900
Laying reinforced cement concrement pipe (NP-3) 1000mm dia for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works,back filling,concrete and masonary works in head walls and parapets
60
285000
4750
Laying reinforced cement concrement pipe (NP-3) 600mm dia for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works,back filling,concrete and masonary works in head walls and parapets
30
66000
2200
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by Engineer-in-Charge :2.1.1 All kinds of soil. 0 to 0.30M
600
33000
55
Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.
60
426000
7100
Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203
80
580000
7250
Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure/ superstracutre as per technical specification clauses 613.4 & 1204
2.9
551
190
Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4
170
11900
70
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