Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date24 Dec 2024
Closing Date31 Dec 2024
Tender Amount₹ 47,70,249
Costs
EMD
₹ 95,405Document Cost
₹ 5,000Tender Fee
₹ 5,629
Description
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Contact
Tender Id
2024_CEPW_131736_1Bid Award Id
ViewTender No
Bid No. 07 Dated 23-12-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwdpunjab.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
421.99
5299
2236310.69
... More
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
193.92
263
51008.72
... More
Shuttering for precast and plain or Reinforced concrete blocks, wall plates, bedplates, shelves etc.
42.6
306
13059.88
... More
Centring and shuttering for slab of culverts for vent height up to 3.00 mtr
89.34
612
54683.23
... More
Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
10.32
4919
50773.06
... More
Cement concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
20.65
5667
117025
... More
Reinforced cement concrete M-20 mechanically batch mixed using Volumetric type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
10.32
6053
62468.1
... More
Reinforced cement concrete M-30 mechanically batch mixed using Volumetric type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.
73.03
7418
541768.67
... More
Reinforced cement concrete M-40 mechanically batch mixed using Volumetric mixed using concrete mixer and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.
7.55
7902
59660.1
... More
Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete
82.42
7876
649214.92
... More
Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface.
21.13
22
467.4
... More
Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
21.13
69
1469.17
... More
Cement pointing 1:2 deep variety
95.79
134
12897.17
... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
34.39
1542
53042.79
... More
Filler joint Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
24.14
394
9534.58
... More
Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications B) Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012
2
3979
7958.24
... More
Boulder Apron Laid in Wire Crates 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.
37.09
2627
97447.67
... More
DIVERSION FOR DRAINAGE WATER
-
-
-
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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 requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.
360
35
12895.2
... More
Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. C) R.C.C. Pipe NP -3 - (m) 1000mm i/d pipe
20
9453
189061.2
... More
Credit of RCC Pipe
15
9453
-141795.9
... More
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 requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.
335.5
35
12017.61
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Filling cement bags with sand, sewing and laying in position within 30 meters in water including cost of E.C bags and strings.
1000
23
23180
... More
Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to the required slope and compacting to meet requirement of table 300-2 as per technical clause of 305 of MORT&H specifications
335.5
338
113563.4
... More
Dry brick on edge paving sand grouted over 50mm thick earth and mud plaster
122
520
63446.1
... More
Credit of Bricks
702
5
-3510
... More
Credit of Brick Bats
5.58
450
-2511
... More
DEWATERING
-
-
-
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Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects
220
306
67437
... More
Making bore and installation of pumping set for dewatering arrangements complete in all respects
50
594
29709
... More
Providing and Fixing 100 mm dia PVC Pipe and Railing of 50mm dia G.I Pipe with Paint in anti crash Barrier complete in all respect.
26.95
1675
45143.68
... More
CONSTRUCTION OF APPROACHES
-
-
-
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Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one meter interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 meters lead complete as per technical (Full surface area will be measured for payment)
152.4
5
803.15
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Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications
100
72
7248
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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
11.43
2192
25065.08
... 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 as per technical specifications
11.43
2192
25064.73
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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
152.4
82
12545.57
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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
152.4
21
3345.18
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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
152.4
149
22784
... 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&H
specifications
152.4
58
8856
... More
Cultural Cess @ 1%
4723019
-
47230.19
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