Public Works Department Tender
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Costs
EMD
₹ 1,21,845Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEPW_29631_1Bid Award Id
ViewTender No
Bid No. 24 dated 22.2.2019 PrematurelyTender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwdpunjab.gov.in/
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Documents
BOQ Items
Making 50mm x 50mm furrows 45 degree to the centre line of the road and at one meter interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 meter lead complete in all respect.
4071.75
-
3.29
Earth work undressed with a combined lead upto 2 meters including breaking of cloads as per CSR item 6.2a
855
-
50.71
Providing & laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86 cm high half brick deep including excavation, refilling and disposal of surplus earth upto 50mtr. Complete as per Punjab PWD specifications complete as per CSR 24.16 (add difference of bricks rate)
6110
-
65.84
Relaying of recovered material obtained from dismantling of road crust
472.14
-
118.6
Providing, laying & spreading and compacting stone aggregates of Grading-II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the insterstices of coarse aggregate, watering and compacting to the required and compacting to the required density complete as per technical clause 404 of MORT&H specifications. CSR item No.24.13 (ii) as per AC Slip-2 dated: 07.02.2013
406.64
-
1657.57
Providing, laying & spreading and compacting stone aggregates of Grading-III to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the insterstices of coarse aggregate, watering and compacting to the required and compacting to the required density complete as per technical clause 404 of MORT&H specifications. CSR item No.24.14 (ii) as per AC Slip-2 dated: 07.02.2013
712.02
-
1671.82
Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder V.G.-10 @ 1Kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications. CSR item No.24.24
9493.72
-
58.27
Providing & laying tack coat with penetration grade bitumen V.G.-10 using bitumen pressure distributor at the rate of 0.40 Kg per sqm on the prepared bituminous surface /granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications. CSR item No.24.18 (b)
14114.47
-
15.54
Providing, laying and compaction of open graded premix surfacing of 20mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminious binder VG-10 @ 1.46kg per sqm, carrige of mixed material to site of work and laid with paver and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 511 of MORT&H specifications. (as per CSR item No.24.25) as per AC Clip No 15 dated 07-03-2018
592.3
-
2638.38
Providing and laying of premix sand seal coat premixed in Continuous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68kg per sqm, carrige of mixed material to site of work, laid to the specified levels, grade and cross fall complete as per technical clause 513 of MORT&H specifications. [as per CSR item No.24.27 (b)] as per AC Clip No 15 dated 07-03-2018
142.57
-
3831.28
Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B at locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 508 and thermoplastic road marking paint shall conform to technical clause 803 to MORT&H specifications as per CSR 24.60 a
61
-
97.07
Construction of 1.5 feet Hume Pipe culvert (24 feet formation width) with all respect.
3
-
37393.67
Construction of Side Drain 1'x1'complete in all respect.
300
-
1240
Providing & fixing road structure
-
-
-
Reinforced cement concrete M-15 grade ordinary kilometre stone of standard design for village roads as per IRC 8-1980 fixing in position including painting and printing etc. CSR 24.37 c
5
-
2091.44
Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967 fixing in position including painting and printing etc. CSR 24.39
26
-
1008.42
Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. CSR 24.40
4
-
4161.36
Credit of Materials
-
-
-
Bricks Bats
47.7
-
461.25
Bricks
13737
-
2.5
ROAD SAFETY ITEMS
-
-
-
Providing and fixing Cautionary Sign Board (600 x 600 x 600mm) tringular and definition plate 600 x 200mm rectengular item no. 24.44 (b) + 24.49
10
-
4930.7
Place Identification sign board 900 x 600mm rectangular as per IRC 67-2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2mm thick aluminium sheet C.S.R. 24.47
4
-
8962.75
Road Marking with thermoplastic compound 10 cm wide edge line on Curve & Junction only (and Zebra crossing at Education Institutions, Hospitals, etc.)
78
-
606.83
Provision of Videography of Road
2
-
1000
Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above on 1 to 24.2 i.e. Rs 6031966.82
6031966.82
-
0.01
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