Kerala State Rural Roads Development Agency Tender
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Kerala State Rural Roads Development Agency - KSRRDA Tender
Eprocure
Opening Date12 Aug 2019
Closing Date30 Aug 2019
Tender Amount₹ 2,10,71,014
Costs
EMD
₹ 4,22,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Kr-0487b, Kallikkandy- Ettupara Bridge Construction Irikkur Block, Kannur District
Description
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Contact
Tender Id
2019_KSRD_80293_1Bid Award Id
ViewTender No
3/4299/2018/CE-KSRRDA-KR0487BTender Authority
Kerala State Rural Roads Development Agency ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
BOQ Items
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Putting up ring bund with 2m at top and 3.0m at bottom and an average height of 3.0m with stiff clay and protecting the side with full size cocunut post 6m at 1.00m c/c, driven down on both side and full size bamboo post 6m and 5m at 35cm c/c, driven down on both side and half split cocunut post cross ties 4m long, tied with coir yarn at 1.00m c/c and screening with ettamat thatties and 1/2 split wailing pieces and filling inside with kayal clay and conveyed with all leads and lifts and consolidating to lines and levels and dismantling the same after completion of the work.
60
-
7782.99
... More
Bailing out water by using 5HP engine and pumpset including all conveyance to site, errection, cost of fuel, lubricating oil and other stores, pay of staff etc. complete
30
-
3159.93
... More
Providing dowel bar 25 mm dia 2.5 m long 1.00 m c/c plugging 1.50 m into concrete and 1.00 m into rock after drilling holes in granite rock including cost and conveyance of all materials cutting rods into the recguired length and fixing rod into position with c/c etc.complete with all other incidental charges as per direction of dept. officers at site.
117
-
612.71
... More
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.( RCC M 30 for fundation )
140.127
-
8711.71
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (M30) Height upto 5m
74.219
-
9258.82
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (M30) Height 5m to 10 m
29.579
-
9502.92
... More
Supplying and fixing 110 mm dia PVC pipe best quality including cost and conveyance etc complete for weep holes.
144
-
388.63
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
73.68
-
73259.64
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
53760
-
0.81
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Furnishing and Placing Reinforced cement concrete in super-structure as per drawing and Technical Specification (RCC M30) for T Beam and slab
171.7
-
10153.34
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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
75.4
-
1637.61
... More
Strip steel expansion joint - Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
17.16
-
14070.93
... More
Supplying and fitting 0.50m long 110mm dia. P V C pipe for rain water outlet fixed at suitable places
12
-
243.19
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specification wearing coat over deck slab and approach slab
19.369
-
14201.97
... More
Painting with synthetic enamel paint two coats over apriming coat of cement primerincluding all cost and conveyance etc. complete
132.96
-
126
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification(Granular material)
327.85
-
2118.98
... More
Drainage Spouts complete as per drawing and Technical specification
16
-
1176.2
... More
Appendix B forming Approches
-
-
-
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaning earth locally for road work.
1099
-
495.04
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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. Bed concrete
43.58
-
6098.65
... More
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
274.5
-
8167.23
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (M30)
289.5
-
8167.23
... More
Supplying and fixing TMT Bar reinforcements Fe 415 for RCC works bend tied placed in position (plain grill bending cold) including all cost, conveyance etc complete.
50.561
-
68680.92
... More
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
160
-
1535.26
... More
Painting with synthetic enamel paint two coats over apriming coat of cement primerincluding all cost and conveyance etc. complete
475.156
-
119.11
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC pipe (6 kg/m2)) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
510
-
364.34
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
1
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12341.59
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Providing and fixing of typical PMGSY zitizens' information board as per specifications and drawing. Two vertical 75mm square,12 SWG MS tubes of length 290cm with two identical horizontal tubes of length 100cm make the frame for the board. GI sheets of 870x635x1.6 mm welded to MS angle iron frame of 25mm x 25mm x 5mm and stiffened with 25x25x5mm fixed to the ftube frame with 50x50x5mm steel plate makes the information area.The tube posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 800mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
1
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17862.13
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Total Construction cost
11067.1
-
0.74
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