Kerala State Rural Roads Development Agency Tender
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Kerala State Rural Roads Development Agency - KSRRDA Tender
Civil And Construction
Construction Material
Eprocure
Opening Date30 Dec 2024
Closing Date6 Jan 2025
Tender Amount₹ 4,17,80,579
Costs
EMD
₹ 1,00,000Document Cost
₹ 8,270Tender Fee
Refer Documents
Summary
Kr1097b Thazhepokkanthode Neythala Bridge (re-tender)
Description
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Contact
Tender Id
2024_KSRD_138071_6Tender No
No.09/3414/2024-25/CE-KSRRDATender 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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EXACAVATION
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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 and backfilling with approved material. Hard Rock ( blasting prohibited) - Mechanical Means
335.66
773
259548.83
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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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means
221.91
77
17273.47
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removal of stumps and other deleterious matter, only for dressing of sides and bottom and backfilling with approved material.
Ordinary Soil - Depth 3 M to 6 M- Mechanical Means
106.8
88
9500.84
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CEMENT CONCRETE
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork)
64.69
7754
501672.21
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Bored cast-in-situ M30 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-750 mm
90
6913
622230.3
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Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specifications RCC Grade M30 - Using Concrete Mixer
62.2
9389
583968.2
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 - Using Concrete Mixer
264.6
9283
2456379.7
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M30 - Using concrete Mixer - Height upto 5m
81.02
9866
799354.37
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M30 - Using concrete Mixer - Height 5m to 10m
823.07
10144
8349545.57
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M30 - Using concrete Mixer - Height 5m to 10m
11
10181
111998.04
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REINFORCEMENT
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Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
78.86
95594
7538509.54
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
157.22
96025
15097272.42
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DOWELS BARS- Supplying and providing Dowel bars of size 25mm dia , 1.5m long(75cm in rock and 75cm in concrete) including drilling holes of 30mm dia and filling the gap with cement grout (0.25kg/each)etc complete with epoxy paint
153
669
102462.57
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STEEL FOR EXPANSION GAP
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Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
1524.6
100
153435.74
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EXPANSION & BEARING PAD
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Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg...) Moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specification to be installed by the manufacturer/ supplier or their authorised representative ensuring compliance to the manufacturer/ supplier or their authorised representative ensuring compliance to the manufacture,s instructions for installation and clause 2606 of Morth specification for road & bridgework.
77
140
10852.38
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Providing and fixing plain pad of elastomeric bearing 40mm and hardness ( IRHD) 70±5, shear modulus of 1.15, below deck slab , throughout an area of contact of pier cap as per instruction of Engineer in charge.
186.34
5198
968720.17
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PILE LOAD TEST
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Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge.
Group of two or more piles upto 50 tonne capacityRoutine test
1
46171
46171.08
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Integrity testing of pile using Low Strain / Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. Note:- The inclusion of the above item in the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project.
12
1098
13180.2
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SIDE PROTECTION WORKS
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III. Random rubble masonry (iii) In
cement mortar (1:5)
80
8240
659245.6
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ROAD
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-
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Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
420
64
27014.4
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Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
280
62
17584
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Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
280
2952
826772.8
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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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables
400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
350
3296
1153701.5
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Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
1400
69
97594
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Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
1980.25
14
28654.22
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Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of
11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (S-65
1980.25
241
477774.92
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ROAD SIGNS & FEATURES
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Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector
300
198
59505
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Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non- reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801. 300 mm x 900 mm
4
2838
11355.96
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SPOUT PIPE Using with 75mm dia
24
117
2819.04
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LIGHT POST
11
6380
70186.6
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Loading test on deck slab
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-
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Load Testing over Deck slab Loading and testing as per IRC SP 51 complying specification as per prevailing Indian Standared code
1
619229
619229.6
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Road Furnitures
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-
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Providing and Fixing 'Logo' of PMGSY Project <br> 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
17930
17930.21
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Traffic Signs<br>A. Retro-reflectorised Traffic Signs <br> 1 Providing
and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per
IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed
over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75
mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed
foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm
below ground level as per drawings and Technical Specification Clause 801
<br> 2 600 mm Equilateral Triangle
2
3727
7455.1
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Providing and Fixing typical PMGSY citizens information board as per MoRD
specifications and drawings- Two vertical 76.1mm outer
diameter MS sheet tube posts of 3.60mm thickness (medium class) duly
embedded in cement concrete M-15 grade blocks of 600mm x 600mm x750mm,
600mm below ground level with two horizontal M S Sheet Tubes of
1000mm length to make the frame of board, four horizontals and two verticals
with M S Sheet rectamngular Tube 50x25x2mm to make the
frame to fix the board as per drawing, two M S Sheet 2.00 mm thick boards of size
900x750mm strengthened by 25mmx5mm MS flat iron including
painting with stove enameled paint on both sides as per MoRD specifications.
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
24282
24282.85
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