Public Works Department Tender
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Costs
EMD
₹ 5,16,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEPW_25743_1Tender No
Bid No 15 Dated 28.01.2019 (GSP-5)Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwdpunjab.gov.in/
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Documents
BOQ Items
Making 50mm x 50mm furrows 45 degree to the centre line of the road and at one meter interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 met lead complete as per tech. clause 404 of MORT&H specifications CSR 24.10
15402.5
50674
3.29
Dismantling of flexible/Granular pavements bituminious courses by mechincal means as per CSR 8.2a as per instruction issued by Tech. Advisor office on Dated 05.12.2018.
1331.33
144595
108.61
Relaying of recovered material obtained from dismantled road material from road crust (Labour Rate of 24.8 a)
798.8
94737
118.6
Kassi work undressed involving an average horizontal throw upto 2.0 metres and an average vertical lift upto 0.5 metre including breaking of clods. as per CSR item 6.2a
5391.18
273386
50.71
Providing & laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86 cm high half brick deep including excavation, refilling and disposal of surplus earth upto 50mtr. Complete as per Punjab PWD specifications complete as per CSR 24.16 (add difference of bricks rate)
17382
1135566
65.33
Construction of granular sub-base by providing coarse graded material grading, 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 technical clause 401 of MORT&H specifications
244.89
277235
1132.08
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 screening/binding materials to fill up the insterstices of coarse aggregate, watering and compacting to the required and compacting to the required density complete as per technical clause 404 of MORT&H specifications. CSR item No.24.13 (ii) as per AC Slip-2 dated: 07.02.2013
1354.27
1757138
1297.48
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 screening/binding materials to fill up the insterstices of coarse aggregate, watering and compacting to the required and compacting to the required density complete as per technical clause 404 of MORT&H specifications. CSR item No.24.14 (ii) as per AC Slip-2 dated: 07.02.2013
2017.65
2643424
1310.15
Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder V.G.-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. CSR item No.24.24
26901.72
1747266
64.95
Providing & laying tack coat with penetration grade bitumen V.G.-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 clause 503 of MORT&H specifications. CSR item No.24.18 (b)
54196.77
1030822
19.02
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 using bituminous binder VG-10 @ 1.46kg per sqm, carriage of mixed material to site of work and 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
2274.34
6243950
2745.39
Providing and laying of premix sand seal coat premixed in a 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.
547.44
2307700
4215.44
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 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 to MORT&H specifications as per CSR 24.60 a
350.75
34650
98.79
Credit of Materials Bricks Bats
124.3
-57333
461.25
Bricks
13050
-32625
2.5
Construction of 1.5 feet Hume Pipe culvert (24 feet formation width) with all respect.
-
-
-
Excavation in soil (any type) using hydraulic excavator CK-90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottoms and side slopes in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 60mtr.
389.55
11577
29.72
Cement concrete 1:6:12 with stone ballast 40 mm guage stone aggregate using concrete mixture volumetric type ( 10.7 b ii)
40.95
94836
2315.92
First class burnt brick work laid in cement sand mortar 1:5 in foundation & plinth ( 11.5 & 11.6)
76.44
313568
4102.15
Supply of hume pipe NP-3 including collar & carriage
153.72
314109
2043.39
Laying of pipe (Qty same as above Item)
153.72
29684
193.11
Pointing 1:2 deep variety (15.59)
95.55
8022
83.96
Construction of Side Drain 1' x 1' with all respect.
-
-
-
Excavation in soil (any type) using hydraulic excavator CK-90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottoms and side slopes in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 60mtr.
800.4
23787
29.72
Cement concrete 1:6:12 with stone ballast 40 mm guage stone aggregate using concrete mixture volumetric type ( 10.7 b ii)
122.96
282640
2298.64
First class burnt brick work in foundation & plinth with sand mortor 1:4
348.57
1473377
4226.92
Cement concrete 1:2:4 with stone ballast or shingle using concrete mixture volumetric type. (10.12 II)
20.3
70759
3485.67
1/2" thick Cement plaster in C.M. 1:3
1886.16
254235
134.79
Construction of Retaining Wall 5' Height as per Standerd drawing & design complete in all respect as per PWD specifications.
-
-
-
Excavation in soil (any type) using hydraulic excavator CK-90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottoms and side slopes in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 60mtr.
87.16
2590
29.72
Cement concrete 1:6:12 with stone ballast (40 mm) ( 10.7 a)
29.01
62084
2140.09
First class burnt brick work laid in cement sand mortar 1:5 in foundation & plinth ( 11.5 & 11.6)
106.05
433412
4086.87
Cement Poniting Deep Varity 1:2
170.32
14267
83.77
Construction of Out Fall Drain 1' x 1' as per Standerd drawing & design complete in all respect as per PWD specifications.
-
-
-
Earth work excavation in foundations, trenches, etc in all kinds of soil where pick-jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. (CSR 6.6)
104.88
3117
29.72
Cement concrete 1:6:12 with stone ballast 40 mm guage stone aggregate using concrete mixture volumetric type ( 10.7 b ii)
16.11
39373
2444.02
First class burnt brick work in foundation & plinth with sand mortor 1:4
56.58
239896
4239.96
Cement concrete 1:2:4 with stone ballast or shingle using concrete mixture volumetric type. (10.12 II)
2.66
9626
3619.17
1/2" thick Cement plaster in C.M. 1:3
247.15
33520
135.63
Construction of Cross Drain 1x1
-
-
-
Excavation in soil (any type) using hydraulic excavator CK-90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottoms and side slopes in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 60mtr.
5.8
172
29.66
Cement concrete 1:6:12 with stone ballast 40 mm guage stone aggregate using concrete mixture volumetric type ( 10.7 b ii)
0.9
2183
2425.56
First class burnt brick work in foundation & plinth with sand mortor 1:4
4.26
18054
4238.03
Cement concrete 1:2:4 with stone ballast or shingle using concrete mixture volumetric type. (10.12 II)
0.12
432
3600
1/2" thick Cement plaster in C.M. 1:3
14.22
1926
135.51
Centering and shuttering for slab culverts upto 3 meters span (CSR 9.11)
3.34
734
219.76
Centring and shuttering for foundations. Shuttering for faces of concrete foundations and foundation beams (CSR 9.1)
3.18
503
158.18
RCC work hands mixed M-20 for slab excluding steel reinforcement. laid in position complete in all respect. (10.15)
1.06
4573
4314.15
Cold twisted deformed Bars, for RCC works, including binding and placing in position complete. (18.19)
0.84
5035
5994.05
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] CSR 24.37 c
13
26364
2028
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] CSR 24.39
88
85998
977.26
Village Board [Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications] CSR 24.40
12
48744
4062
Cautionary Sign Board 600 x600 x600mm Triangular and definition 600x200mm rectangular item no. complete as per PWD specifications] CSR 24.44 b +24.49
23
113401
4930.48
Place Identification sign board 900x600mm rectangular as per IRC 67-2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2mm thick aluminium sheet
9
80667
8963
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)
369
223920
606.83
Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above on 1 to 28 i.e. Rs 22030307.33
22030307.33
220303
1
Routine maintenance after
1st Year after completion (Defects Liability Period)
17.64
176400
10000
Routine maintenance after
2nd Year after completion
17.64
264600
15000
Routine maintenance after
3rd Year after completion
17.64
441000
25000
Routine maintenance after
4th Year after completion
17.64
705600
40000
Routine maintenance after
5th Year after completion
17.64
882000
50000
Routine maintenance after
6th Year after completion
17.64
1058400
60000
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