Industries And Commerce Department Tender
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Industries And Commerce Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date6 Feb 2024
Closing Date26 Feb 2024
Tender Amount₹ 5,72,49,294
Costs
EMD
₹ 11,44,986Document Cost
₹ 35,400Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_IC_117026_1Bid Award Id
ViewTender No
PSIEC/EE-II/WB/RWTender Authority
Industries And Commerce Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Loosening, leveling & compacting original ground below embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORT&H specifications
7434.05
219304
29.5
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Construction of road embankment with good quality earth obtained from borrow pits including compensation of the earth and royalty for earth taken from private land including excavation, loading, unloading, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications to the entire satisfaction of Engineer-In-Charge.
22046.58
11741567
532.58
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Laying and spreading soil on a prepared sub grade, pulverizing, mixing the spread soil in place with rotavator with 2 per cent Cement, grading with motor grader and compacting with the road roller at OMC to achieve at least 98 per cent of the max dry density to form a layer of sub base complete as per Technical clause 402 of MORT&H specifications
6608.04
2534183
383.5
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Construction of granular sub-base by providing material as per grading-III (Table 400-1 of MORT&H 5th Revision), mixing in a mechanical Mix Plant at OMC, carriage to site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per MORD technical specifications
2196.51
4392317
1999.68
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Dry Lean Cement Concrete Sub- base:-
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Construction of dry lean cement concrete Sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, carriage to site and aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg / cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site with transit mixer, laid with a paver with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing & curing.
1449.87
4861283
3352.91
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Plain Cement Concrete Pavement:-
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-
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Construction of un-reinforced M-40 grade concrete pavement with dowel jointed over a prepared sub base with 43 grade OPC cement of concrete, coarse & fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerized batch mix plant as per approved mix design, transported to site in transit mixer with lead to site laid with a fixed form or slip form paver, spread, compacted & finished in a continuous operation including provision of contraction, expansion, construction & longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines & grades as per clause 602 of MORT&H 5th Revision.
3552.34
21392937
6022.21
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Precast Cement Concrete Kerb
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Providing & laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250 mm high with bottom width 165 mm & top width 115 mm made over strong vibratory table & fixing with cement mortar 1:2 as per MORT&H specifications.
2893.8
1090152
376.72
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Providing & Laying Cement concrete 1:6:12
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With stone aggregate 40 mm gauge, mixing by mechanical means using concrete mixer volumetric type
325.57
1337402
4107.88
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Providing & laying 60 mm thick factory made cement concrete interlocking Paving blocks of M-35 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour & 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.
4340.7
3091489
712.21
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Painting two or more coats including priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
868.14
79573
91.66
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Mild steel requirement for RCC work where not including the complete rate of RCC including bending, binding and placing in position complete in all respects above 20 mm dia. bars.
318.67
2420524
7595.71
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Cold twisted deformed (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 binding & bending and placing in position complete.
70.41
551189
7828.29
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Cautionary sign board 900 x 900 x 900 mm 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 25 x 25 x 3 mm angle iron supported on a square hollow steel section post 60 x 60 x 3.2 mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45 x 0.4 5 x 0.75 m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012.
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Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012.
14
64672
4619.48
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Mandatory sign board 900 mm 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 4 mm thick aluminium Composite material (ACM) sheeting having aluminium 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 25 x 25 x 3 mm angle iron supported on a square hollow steel section post 60 x 60 x 3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45 x 0.45 x 0.60 m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012. laboratory conforming to clause 6.7 of IRC 67-2012.
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Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012
14
84973
6069.53
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Advance Direction sign board 1200 x 1800 mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as rIRC 67 – 2012. fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium 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 25 x 25 x 3 mm angle iron supported on two square hollow steel section post 60 x 60 x 3.2 mm conforming to IS 4923 firmly fixed to ground in foundation concrete M-25 of size 0.60 x 0.60 x 0.75 m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory
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-
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Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012
10
198843
19884.36
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Direction/Diversion Plate 1800x300mm rectangular 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 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 fixed in position complete as per clause 801 of MORT&H specifications. specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012.
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-
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Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012
12
31935
2661.31
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Overhead sign board 12000x1500mm simply supported type double sided as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 . fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium 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 40x40x6mm angle iron supported on designed double support system of MS pipe and plates in the form of a simply supported type truss made with 350NB pipe @50kg per mtr as vertical support, 50NB pipe @ 4.50kg per mtr and 40NB pipe @ 3.61kg per mtr for truss including base plates, gusset plates, designed RCC foundation for fixing in ground complete as per clause 802 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012.
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Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012
3
1528797
509599.05
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Road Marking with Thermoplastic Compound
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Road marking with hot applied thermo-plastic compound 2.5 mm thick including reflectorising glass beads @ 0.25 kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications
638.85
415067
649.71
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Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides & side slopes for sewers & manholes to full depths as shown in drawings, including, dressing to correct sections & dewatering, provision for diversion for traffic, protect-ion of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing & maintenance of caution boards, fencing, refilling trenches, water-ing, ramming & restoration of surface to original level & removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects.
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For depth not exceeding 3 m. B.G.L.
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For all classes of soil except rocky
590.4
61578
104.3
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Providing, lowering in trenches to correct gradient & alignment, jointing with tyton rubber joint & cutting of reinforced cement concrete spigot & socketted pipes & specials with rubber ring ISI marked as per IS code IS 458-2003 into trenches for all depths & laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds & joints holes, supporting the pipes & specials in correct position in a suitable rigid manner while the same are being jointed & until the surrounding benchings, haunches & envelopes are completed. The pipes shall rest on the beds at all joints through their lengths & fixing of rubber ring, facing, testing the pipes for leakage & making good the same leakage & all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.
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RCC Pipes s/s class-NP3:
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300 mm i/d pipes
615
833909
1355.95
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Plugging the Ends of RCC Pipes in trenches, 300 mm i/d with 115 mm thick brick wall in Cement sand Mortar 1:4
62
4180
67.43
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Informatory sign board 600 x 450 mm rectangular 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 3 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25 x 25 x 3 mm 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 0.45 x 0.45 x 0.60 m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .
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Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012
20
78967
3948.35
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Providing & Fixing C.I indicating plates of size 100 mm x 100 mm for SV/FH including synthetic enamel paint & letters in white enamel paint, fixing in the ground with angle iron of size 25 x 25 x 5 mm, 230 mm height from ground including concrete block complete in all respect as directed by Engineer-in-charge
62
15637
252.21
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Earth work excavation in ordinary soil, exclusive of compensation of earth:- Extra for slush.
1650
102333
62.02
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