Public Works Department Tender
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Costs
EMD
₹ 99,340Document Cost
₹ 5,000Tender Fee
₹ 5,861
Description
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Contact
Tender Id
2024_CEPW_127811_1Bid Award Id
ViewTender No
EE/PD/Asr/13 dated 20.09.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwdpunjab.gov.in/
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BOQ Items
Construction of granular sub-base by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORD technical specifications
488
673274
1379.66
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 requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications
366
583693
1594.79
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 binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the equired density complete as per technical specifications
366
586295
1601.9
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
4880
390790
80.08
Providing and applying tack coat with penetration grade bitumen VG-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 specifications
4880
107506
22.03
Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-10 @ 1.46kg per sqm, laid with Paver Finisher Mechanical 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
204.78
686424
3352.01
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, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications
49.29
275905
5597.59
Construction of 1.5 Dia Hume Pipe as per Standerd drawing & design complete in all respect as per PWD specifications
4
250648
62662.18
Construction of 3 Mtr. Slab type Culvert as per Standerd drawing & design (SP 20) complete in all respect as per PWD specifications
1
994152
994152
Kilometre Stone for Village Roads [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. complete as per technical clause 804 of MORT&H specifications]
1
2763
2763.08
Village take off Boards (RCC) [Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications]
3
16494
5498.3
Boundary Pillars [Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications]
16
21948
1371.76
Videography of the Road complete in all Respect
1
1000
1000
Add extra cost of Cutlural Cess @ 1% on Total cost
4917808.1
49178
0.01
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