Public Works Department Tender
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Costs
EMD
₹ 1,99,000Document Cost
₹ 5,000Tender Fee
₹ 5,900
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_CEPW_132678_1Tender No
Bid No. 26 Dated. 10.01.2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwdpunjab.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Water Bound Macadam Grading I (without screening for low volume Roads/undersigned 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
737.68
2191
1616976.34
... More
Water Bound Macadam Grading II (without screening for low volume Roads/undersigned Roads 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 required density complete asper technical specifications
737.68
2191
1616945.14
... More
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
9836.18
89
877485.62
... More
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
9836.18
24
243101.19
... More
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
9836.18
154
1517265.19
... More
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&Hspecifications
9836.18
60
595629.88
... More
Dressing of Earth Work complete in all respects as per specifications
6345.5
1
8223.77
... More
Road Structure Work
-
-
-
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TYPE OF CROSS DRAINAGE WORKS :- HUME PIPE 450 MM DIA CULVERT
-
-
-
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Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with require ments of lines, grades and cross sections, including all lifts and combined lead upto 30m. as per CSR 6.19
118.96
35
4261.15
... More
Cement concrete 1:3:6 mixing by mechanical means using concrete mixer volumetric type as per CSR 10.12 a (ii)
15.12
4853
73380.99
... More
Providing and Supply of 450 mm dia R.C.C Hume pipes N.P type III with Coller as per CSR 29.46 C (g )
60
3274
196456.8
... More
First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth as per CSR 11.7
33.52
5586
187259.14
... More
Cement Pointing 1:2 deep Varity CSR 15.59
96.48
135
13050.85
... More
Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type as per CSR 10.13 a (ii)
0.64
5678
3634.3
... More
Analysis of rate for the Construction of Cross Drain Type 'A'
-
-
-
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Excavation in Soil (any type) using Hydraulic Excavator CK 90 and Tippers with Disposal up to 450 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 450m complete in all respects as per specifications. (Ch. 6.19)
28.56
35
1022.99
... More
Providing & Laying Cement Concrete 1:4:8 with 40mm gauge stone aggregate complete in all respects as per specifications. (Ch. 10.10 b ii )
4.18
4547
19007.38
... More
1st class burnt brick work in cement sand mortar 1:5 in foundation and plinth complete in all respects as per specifactions. (Ch. 11.5)
9.16
5485
50245.81
... More
Providing & Laying cement concrete 1:2:4 mixed mechanically for filling the holes between brick edging & paver block complete in all respect as per specifications. (Ch. 10.12 ii)
0.38
5678
2157.86
... More
12.5 mm thick cement plaster 1:4 complete in all respects as per specifications. (Ch. 15.9 )
18.58
207
3846.06
... More
Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. complete in all respects as per specifications. (Ch. 9.8)
32.84
612
20100.71
... More
Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in Superstructure complete in all respects as per specifications. (Ch. 10.21)
3.98
7206
28682.55
... More
Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete in all respects as per specifications. (Ch. 18.18)
3.2
7827
25048.83
... More
Parapet on Bridge
-
-
-
... More
1st Class Brick Work 1:5 Ratio in Super Structure
6.44
5630
36267.53
... More
20mm thick cement plaster 1:4 in two coat work
45.91
273
12575.21
... More
Road Furniture
-
-
-
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Reinforced cement concrete M-15 grade ordinary kilometer 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
2
2763
5526.16
... More
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
20
1371
27436.4
... More
Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications
2
5498
10996.58
... More
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 as per CSR 24.57
713
649
463207.58
... More
Videography of Road.
1
1000
1000
... More
Add extra cost of Culture Cess @ 1% on Total Cost as Items mentioned above
9847578
-
98475.78
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