Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date17 Jun 2021
Closing Date7 Jul 2021
Tender Amount₹ 5,80,82,590
Costs
EMD
₹ 11,61,700Document Cost
₹ 30,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2021_CEPW_67069_1Bid Award Id
ViewTender No
10Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwdpunjab.gov.in/
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Documents
BOQ Items
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Earth work excavation in ordinary soil, exclusive of compensation of earth
a) Kassi work undressed involving an average horizontal throw up to 2.0 metres and an average vertical lift up to 0.5 metres including breaking of clods(CSR 6.2 a)
2243.59
-
35.2
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(-) D/d Credit of old useful serviceable materials like Brick Bats & Bricks which obtained from Dismantling of existing brick edging:-
-
-
-
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(i) Brick Bats
84.16
-
472.5
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(ii) Bricks
24237
-
2500
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Brick on End Edging
Providing and laying of brick on end edging 6.83 cm wide, 11.11cm long and 22.86 high half brick deep including excavation, refilling and disposal of surplus earth up to 50 mtr complete as per Punjab PWD specifications.
10780
-
78.7
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Water Bound Macadam Grading I
Providing, laying, spreading and compacting stone aggregates of Grading I 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 Water Bound Macadam Grading I , watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications without screening
747.86
-
1857.42
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Water Bound Macadam Grading II
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 an brooming Water Bound Macadam Grading II, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications without screening
2223.38
-
1844.1
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Surface dressing
Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-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.
29645
-
78.91
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Tack coat with Bitumen VG-10 Bulk
Providing and applying tack coat with penetration grade bitumen VG- 10 using bitumen pressure distributor @ 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
29645
-
22.01
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Open - graded premix Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone agg regates of specified grading premixed in a continous type hot mix plant with bituminous binder VG-10 @ 1.46kg per sqm, carriage of mixed material to site of work and laid with paver finisher mechanically and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications.
1244.02
-
3343.21
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Seal coat
Providing and laying of premix sand seal coat premixed in continous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68 kg. per sqm, carriage of mixed material to site of work, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications
299.44
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5518.68
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Earth work undressed with a combined lead upto 2 meters including breaking of cloads and extra for laying earth/fly ash as per specification for compacation in 20 cm layers and dressing properly to desired site requirement. (No extra allownace of wetness, slush or numus dal are payable)
1972.74
-
85
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Road Structure Work:-
-
-
-
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Wearing Coat of Causeway
Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with cement contents 350 kg per cum and coarse and fine aggregates conforming to IS:383 mixed with concrete mixer using weigh batcher, laid in position over 125 micron thick polythene sheet, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, including provision of contraction and expansion joints as required, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications
14
-
5731.99
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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 approved 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 512 and thermoplastic road marking paint shall conform to technical clause 803 of MORT&H specifications
110
-
111.22
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Construction of Drain Type 12" X 12" as per drawing and technical specifications.
2474.8
-
2208.81
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Providing and Laying Concrete Road as per drawing and technical specifications.
1776
-
5621.56
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Construction of Reatining Wall 7'-6" High as per drawing and technical specifications.
1009
-
23437
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Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H Specifications CSR 24.57
241.73
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618.9
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Providing and laying of boulder apron laid in wire crates made with
4mm dia GI wire confoming to IS: 280 & IS:4826 in 100mm x 100mm
mesh (weaved diagonally) including 10 per cent extra for laps and joints
laid with stone boulders weighing not less than 18 kg, Including
excavation for trimming for prepration of bed Boulder Apron Laid in Wire Crates
529.87
-
2837.55
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Videography of Proposed/Execute site of work of Link Roads before & after completion of work two times (stilling & video Job Work)
1
-
1000
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Add extra cost of Cutlural Cess @ 1%
57507514.93
-
0.01
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