Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date5 Jan 2024
Closing Date16 Jan 2024
Tender Amount₹ 16,61,492
Costs
EMD
₹ 33,230Document Cost
₹ 5,000Tender Fee
₹ 1,961
Description
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Contact
Tender Id
2024_CEPW_114996_1Bid Award Id
ViewTender No
Bid No. 24 Dated 04-01-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwdpunjab.gov.in/
GEM & Bid Advisory Services
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BOQ Items
First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth.
39.11
197456
5048.74
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
29.72
7420
249.68
First class burnt brick work laid in cement sand mortar 1:3 in first storey upto 4.00 mtr above plinth level.
59.85
310426
5186.74
Shuttering for precast and plain or Reinforced concrete blocks, wall plates, bedplates, shelves etc.
19.04
5540
291
Centring and shuttering for slab of culverts for vent height up to 3.00 mtr
60.78
35313
581
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 foundation and plinth
3.9
23475
6019.33
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.
23.76
160839
6769.33
Cement concrete 1:2:4 mixing by mechanical means using concrete mixture volumetric type
4.24
22533
5314.54
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
32.02
208033
6497
Cement pointing 1:2 deep variety
74.86
9574
127.9
Brick on edge flooring laid in cement sand mortar 1:4 on 75mm thick cement concrete 1:8:16 and 100mm sand filling cement pointing 1:2 on top
43.5
41504
954.13
Joint Sealing Compound : Providing and filling joint sealing compound with coarse sand and 6 percent bitumen by weight complete as per drawings and technical clause 2605 of MORT&H specifications
600
1704
2.84
White washing three coat
30.46
456
15
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
7554
3777.05
DIVERSION FOR DRAINAGE WATER
-
-
-
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
15
134595
8973
Private Land for Diversion (2 Kanals)
1
5000
5000
DISMENTALING OF EXISTING CULVERT
-
-
-
Dismentaling brick work tile masonary or tile lining. In cement
29.96
20432
682
Dismentaling of Concrete or Precast Concrete - Reinforced Cement Concrete
15.68
34558
2204
Credit of Pipes
10
-89730
8973
Credit of Bricks
3595
-17291
4.81
Credit of Brick Bats
8.99
-4247
472.5
Credit of Steel
250.8
-5016
20
Filling cement bags with sand, sewing and laying in position within 30 meters in water including cost of E.C bags and strings.
1500
33000
22
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
188.72
59412
314.82
Dry brick on edge paving sand grouted over 50mm thick earth and mud plaster.
213.5
91405
428.13
DEWATERING
-
-
-
Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects
110
32010
291
Making bore and installation of pumping set for dewatering arrangements complete in all respects
75
3975
53
RECONSTRUCTION OF APPROACHES
-
-
-
Making 50mm x 50mm furrows 45 degree to the centre line of the road and at 1 meter interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead complete as per technical (full surface area will be measured for payment
220
1100
5
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
80
5209
65.12
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
16.5
33385
2023.35
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
16.5
33384
2023.32
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
220
17503
79.56
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
220
4752
21.6
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
220
31398
142.72
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, 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
220
12361
56.19
Cultural Cess @ 1%
1645041.63
16450
0.01
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