Public Works Department Tender
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Costs
EMD
₹ 32,44,015Document Cost
₹ 50,000Tender Fee
₹ 5,900
Summary
Strengthening Of Old Morinda-ropar Road At Rd 5.04 Km To 18.03 Km (odr-08), Length 12.99 Km Under (special Assistance To State
Description
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Contact
Tender Id
2025_CEPW_133043_1Tender No
05 dated 17.01.2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwdpunjab.gov.in/
GEM & Bid Advisory Services
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BOQ Items
... More
Compaction of earth work and preperation of sub grade including loosening leveling of earth 225 mm thich top layer rough dressing of soil final dressing of earth to give level camberwatering rolling with road rollercompacting the bed to achieve minimum dry density as given in Table 300-2 as per technical clause 305 of MORT&H specifications
985.52
6
6228.49
... More
Relaying of recovered material obtained from dismantling of road crust as Construction of granular sub-base by providing coarse graded material grading-I, 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.
88.7
146
12989.23
... More
Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type
147.83
4249
628165.15
... More
Plain Cement Concrete Pavement Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications.
443.48
5867
2602163.25
... More
Cold twisted detormed (Ribbed/ ToR Steel Bar) Bars (Fe 500 grade as per IS 1786-2005) , for R.C.C works, where not including in the complete rate of RCC including bending and biding placing in position complete
40.93
7876
322402.34
... More
Centring and shuttering for slab of culverts for vent height up to 3.00 mtr as
64
612
39173.12
... More
Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 metres as per techinical clasuse 305.4.3 of MORT&H specifications.
12645.63
5
66642.47
... More
Patch work with Water Bound Macadam Grading II (without screening)
Providing and laying, patch work with stone aggregates of Grading II laid to water bound macadam specification after trimming the pot hole, removal of failed material, hand packing, applying and prooming requisite type of binding materials to fill up the interstices of coarse aggaregate, watering and rolling with smooth wheeled roller 8-10 tonnes to match the adjoining surface complete as per technical clasuse 404 of MORT&H specification.
1336.74
2348
3139242.67
... More
Surface dressing
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.
5846.55
90
527358.81
... More
Tack Coat @ 0.25kg per sqm
Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 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
230800.18
25
5989264.67
... More
Dense Graded Bituminous Macadam 50mm to 75mm thickness (Grading II)
Providing and laying dense graded bituminous macadam 50mm to 75mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 4.5%, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 505 of MORT&H specifications
NOTES : -(i) Job mix formula for the Dense Bituminous Macadam shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research Laboratory Patiala before adoption at site for execution.
(ii) The specification of this item for analytic purpose is kept with bitumen content @ 4.50% weight of mix variation as compared with job mix formula shall be paid / deducted accordingly. The limits of variation shall be worked out with the approved formula.
TECHNICAL NOTE: -i.) Apart from the conformity with the grading and quantity requirement of individual ingredients exhibited above the mix aggregate i.e. coarse and fine aggregate for dense bituminous concrete shall meet all requirements set forth clause 505 of MORT & H specifications.
ii) The final grading for the aggregates required for Dense bituminous macadam confirming to table 500.10 of MORT & H specifications shall be determined after getting the Dense bituminous macadam designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60 % of material The design mix so finally approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set forth in table 500-6 (addendum to latest revision).
iii) The approved mix shall exhibit the following details, source and location of all material: - (a) Binder expressed as percentage by weight of total mix. (b) Course expressed as percentage by weight of total mix
(c) Crushed bajri expressed as percentage by weight of total mix.
(d) Final aggregate expressed as percentage by weight of total mix. (e) A single definite percentage passing each sieve for mixed aggregates.
(f) Density of Dense bituminous macadam after compaction will be not less than 2.30 gm/CC.
7296.44
10934
79785549.9
... More
Bituminous Concrete 30mm to 45mm thickness (Grading II)
Providing and laying bituminous concrete 30mm to 45mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.4%, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications
NOTES : -(i) Job mix formula for the Bituminous concrete shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research Laboratory Patiala before adoption at site for execution.
(ii) The specification of this item for analytic purpose is kept with bitumen content @ 5.4% weight of mix variation as compared with job mix formula shall be paid / deducted accordingly. The limits of variation shall be worked out with the approved formula.
TECHNICAL NOTE: -i.) Apart from the conformity with the grading and quantity requirement of individual ingredients exhibited above the mix aggregate i.e. coarse and fine aggregate for Bituminous concrete shall meet all requirements set forth clause 507 of MORT & H specifications.
ii) The final grading for the aggregates required for Bituminous concrete confirming to table 500.17 of MORT & H specifications shall be determined after getting the Bituminous concrete designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60 % of material. The design mix so finally approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set forth in table 500-6 (addendum to latest revision).
iii) The approved mix shall exhibit the following details, source and location of all material: - (a) Binder expressed as percentage by weight of total mix. (b) Course expressed as percentage by weight of total mix.
(c) Crushed bajri expressed as percentage by weight of total mix.
(d) Final aggregate expressed as percentage by weight of total mix. (e) A single definite percentage passing each sieve for mixed aggregates.
(f) Density of bituminous concrete after compaction will be not less than 2.35 gm/CC.
3176.23
12583
39967963.16
... More
Taking out existing CC interlocking paver blocks from footpath/ central verge/pavement, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
3000
112
338160
... More
Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications
480
2146
1030492.8
... More
Precast Cement Concrete Kerb Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications (Labour Rate only)
1600
84
134400
... More
Precast Cement Concrete Kerb Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications.
1654
376
623045.26
... More
Precast Cement Concrete Channel Providing and laying factory made rubber moulded smooth finish cement concrete Channel M-20 grade 300mm wide and 75mm thick made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications (Labour Rate only)
1600
44
70400
... More
Precast Cement Concrete Channel Providing and laying factory made rubber moulded smooth finish cement concrete Channel M-20 grade 300mm wide and 75mm thick made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications
400
246
98492
... More
Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M-40 grade machine made rubber moulded smooth finish with strong vibratory process and approved size and design/ shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in- Charge. (Labour Rate only)
2400
141
338400
... More
Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M-40 grade machine made rubber moulded smooth finish with strong vibratory process and approved size and design/ shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in- Charge.
2526
831
2099636.46
... More
Clearing grass and removal of rubbish up to a distance of 50 meters outside the periphery of the area as per technical clause 201 of MORT&H specifications
6.59
25922
170828.75
... More
Construction of embankment with good quality earth obtained from Borrowpits with 5 km lead. 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 required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications.
2697
357
965364.18
... More
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 approved 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 of MORT&H specifications
412.5
107
44508.75
... More
Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorizing glass beads @ 0.25kg per sqm area as per IRC: 35 1997 complete as per technical clause 803 of MORT&H specifications.
1457.67
649
946989.89
... More
Videography of Proposed/Execute site of work of Roads before & after completion of work & during patch work i.e. three times (stilling & video Job Work)
3
1000
3000
... More
Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and the product shall conform to ASTM D4280 complete as per clause 804.7.3 of MORT&H 5th revision specifications
5370
256
1378747.5
... More
Mandatory sign board 900mm circular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012. Fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to0.5 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 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012.
3
5445
16336.92
... More
Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm thick aluminum Composite material (ACM) sheeting having aluminum skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminum 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 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012.
9
4274
38472.84
... More
Kilometer Stone for Village Roads 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
9
2763
24867.72
... More
200 meter Stone Reinforced cement concrete M-15 grade 200 meter stone of standard design as per IRC 26- 1967 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications
52
658
34231.6
... 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 complete as per clause 801 of MORT&H specifications.
6
3979
23874.72
... More
Repair of existing Culverts First class brick work laid in cement sand mortar 1:5 in foundation and plinth
12.48
5452
68046.2
... More
12.5mm Cement plaster 1:4
6.27
200
1255.57
... More
Painting of Kerbs & Culverts Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish complete
758.18
84
63687.12
... More
Painting of Kerbs & Culverts complete in all respects.
758.18
67
51116.5
... More
Maintenance of Budhki Nadi Bridge & Siswan Nadi Bridge Reinforced cement concrete M-35 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
17.77
6654
118238.3
... More
Centring and shuttering for slab of culverts for vent height up to 3.00 mtr
279.93
612
171340.17
... 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
37.24
7876
293312.87
... More
Scraping White wash and colour wash
1533.68
7
11303.22
... More
Preparation of plastered surfaces for distempering including surface, applying filling with approved quality filler consisting of plaster of paris and chalk mitti including finishing the surface to the required finish
1979.78
64
127220.47
... More
Painting two or more coats with synthetic enamel paints in all shades on old wood work or metallic or plastered or concrete surface to give an even shade including rubbing downold paint
1979.78
67
133476.57
... More
Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS: 280 & IS:4826 in 150mm x 150mm 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.
172.8
2748
474956.35
... More
Construction of granular sub-base by providing coarse graded material grading-I, 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
13.02
1265
16479.8
... More
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
39.06
5528
215954.54
... More
Reinforced cement concrete M-20 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.
30
5760
172822.5
... More
Restoration of Rain Cuts Restoration of rain cuts with good quality earth obtained from borrow pits including compensation of earth, carriage, loading, unloading, clearing the loose soil, benching for 300mm width, laying in 250mm thick layers and compacting with plate compactor to restore the original alignment, levels and slopes as per technical clause 3002 of MORT&H specifications.
52.08
310
16161.99
... More
Providing & laying Chhutes
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
24.19
35
866.41
... More
Cement concrete 1:4:8 with 20/40mm gauge stone ballast using concrete mixer volumetric type in foundation
3.99
4249
16962.97
... More
1st Class Brick work 1:5 Ratio in foundation & Plinth.
8.47
5597
47396.57
... More
12.5mm thick Cement plaster 1:4
55.56
200
11126.49
... More
Construction of Catchpits 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
7.2
35
257.9
... More
Cement Concrete 1:4:8 with stone ballast of size.20mm gauge
2.4
4249
10198.18
... More
40mm Thick Cement Concrete topping 1:2:4.
4.5
332
1496.12
... More
First class B.B in cement mortar 1:5 in foundation & plinth
4.71
5597
26365.64
... More
12.5mm thick Cement plaster 1:4
25.66
200
5137.61
... More
Construction of 2'-0" Slab Type Culverts complete in all respects.
1
170339
170339.33
... More
Construction of 10'-0" Slab Type Culverts complete in all respects.
1
602146
602146.11
... More
Construction of 6'-0" high RCC Retaning Wall complete in all respects.
25
13866
346651
... More
Construction of RCC Drain (1 mtr x 1 mtr) complete in all respects.
145
14369
2083505
... More
Add extra cost of Cutlural Cess and Heritage Cess @ 1%
151276746
-
1512767.46
... More
Add extra cost of Cancer Cess @ 1%
151276746
-
1512767.46
... More
Total in Figures
1
761161
154302280.68
... More
Cost of maintenance for 2nd year
12.99
63375
823249.56
... More
Cost of maintenance for 3rd year
12.99
106791
1387224.83
... More
Cost of maintenance for 4th year
12.99
190097
2469368.6
... More
Cost of maintenance for 5th year
12.99
247778
3218636.22
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