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 Date3 Dec 2024
Closing Date11 Dec 2024
Tender Amount₹ 1,88,92,201
Costs
EMD
₹ 50,000Document Cost
₹ 5,515Tender Fee
Refer Documents
Summary
Kr1396 Mrl02-pgm Road (balance Works First Tender)
Description
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Contact
Tender Id
2024_KSRD_137759_17Tender No
No.08/3414/2024-25/CE-KSRRDATender Authority
Kerala State Rural Roads Development Agency ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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PAVEMENT COMPONENTS
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Boundary Piller- Reinforced cement concrete M15 grade boundary pillers / local stone of standard design as per IRC:8 fixing in position including painting and priming etc.as per drawing and technical Specification clause 1704
350
771
269892
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Scarifying Existing Bituminous Surface to a depth of 150mm - by Mechanical Means - Scarifying the existing granular surafce to a depth of 150mm and disposal of scarified material with a lift upto 3m and lead upto 1000m as per technical specification Clause 301.4.1
11040
4
54206.4
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Dismantling flexible Pavements- Dismantling of flexible Pavements and disposal of dismantled material upto a lead of 100m, stacking serviceable and unserviceable materials seperately by Mechanical means as per technical specification Clause 202.3 - Bituminous Courses
54
262
14156.64
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EARTH WORK
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-
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
592.01
29
17197.89
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Construction of Embankment with Material Obtained from Roadway Cutting- Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause
1298.19
42
55263.95
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Construction of Embankment with Material Obtained from Borrow pit- Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause
1717.94
384
659809.22
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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.
1159.2
47
54772.2
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Cement Treated Soil Sub-base / Base- By Mechanicall Means - Providing, Laying and spreading soil on a prepared subgrade , pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with motor grader and compacting with smooth wheeled road roller at OMC to achieve desired dunconfined compressive strength and to form a layer of sub-base/base as per technical specification Clause 404
121.5
753
91511.37
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GSB, WBM
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-
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GSB in 4.05 m width(item will be executed by meterial obtained from dismantling of flexible pavement) Rates will be excluding meterial (reuse dismantled quantity 75%) ( Rate 131.65 limitted to PRICE rate )
40.5
186
7550.82
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Granular Sub-base with Well Graded Material (Table 400.1)
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. (For Grading II Material)
619.31
2619
1622561.23
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WBM II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
1107.88
3488
3865149.59
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WBM III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
1133.19
3526
3996545.82
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SURFACE DRESSING
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-
-
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Prime Coat - Low porosity-providing and applying primer coat with bitumen emulsion (Packed SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at a rate of 0.70 - 1.00 kg/sqm using mechanical means as per technical specification clause 502
16484.59
71
1173208.27
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Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507. ( By Mechanical Means, Case – I: Nominal chipping size 13.2 mm) Bitumen Emulsion (Case – I: By Mechanical Means, Nominal chipping size 13.2 mm) Bitumen Emulsion Packed.
16484.59
110
1820558.12
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Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507. (By Mechanical Means, Case –II: Nominal chipping size 9.5 mm) Bitumen Emulsion Packed (Case – II: By Mechanical Means, Nominal chipping size 9.5 mm) Bitumen Emulsion Packed.
16484.59
73
1207331.37
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CD WORK
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-
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (CC)
0.42
498
209.45
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Dismantling Stone Masonry- Dismantling existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, woodwork, steelwork, including T&P and scaffolding whereever necessary, sorting the dismantled material, disposal of unserviceable and stacking serviceable material with all lift and lead of 1000m as per technical specification Clause 202.1 - Rubble Stone Masonry in Cement Mortar
6.36
393
2503.36
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (RCC)
0.14
969
139.64
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Earthwork excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
2.88
457
1316.63
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DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
3.74
2018
7544.22
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PCC Grade M 10 - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:3:6
1.44
6974
10071.22
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 20 for wearing coat
0.43
7282
3138.95
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RCC Grade M 25 - Providing and laying reinforced cement concrete in superstructure complete as per drawings and technical specifications Clause 800, 1205.4 and 1205.5 -upto 5.00mtr Height
1.89
9599
18143.43
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Supplying, fitting and placing TMT bar reinforcement in substructure - complete as per drawings and technical specifications Clauses 1002, 1005,1010 and 1202 for bed block
36.72
63
2349.52
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Supplying, fitting and placing TMT bar reinforcement in superstructure - complete as per drawings and technical specifications Clauses 1002, 1010 and 1202 for parapet
69.93
65
4593.44
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PVC WHEEP HOLES - Providing weep holes using 75mm dia PVC pipes 4 kg/sq cm including cost of material , labour charges etc. complete
19.45
109
2133.47
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RCC Grade M 25 - Providing and laying reinforced cement concrete in superstructure complete as per drawings and technical specifications Clause 800, 1205.4 and 1205.5 -upto 5.00mtr Height
9.89
8294
82032.61
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Painting on Concrete /Steel surfaces with Epoxy- Painting two coats of epoxy paint icluding primer coat of approved brand on concrete/steel structures after thorough cleaning of surface to give an even shade as per drawing and technical Specification clause 1701
19.5
141
2760.42
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Supplying, fitting and placing TMT bar reinforcement in foundation - complete as per drawings and technical specifications Clauses 1000 and 1202
378
63
24101.28
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Supplying, fitting and placing TMT bar reinforcement in substructure - complete as per drawings and technical specifications Clauses 1002, 1005,1010 and 1202
511.88
63
32755.2
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Plastering with cement mortar 1:3 12mm thick one coat and extra for providing and mixing waterproofing material in cement plaster work in propotion recommended by the manufactures .
19.5
259
5054.79
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Painting Two coats on New Concrete Suefaces - Painting two coats icluding primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical Specification
47.47
125
5978.37
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Protection Work
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-
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PCC Grade M 20 - Providing concrete for plain/reinforced concrete for top belt complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:2:4 For Top of Retaining Wall (top Belt)
16.97
7574
128497.15
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Supplying and fixing M15 guard stone of size 1.2 X 0.2 X 0.2 M and embeded in cc 1:4:8 block of zize 0.45X0.45X0.45M plastering and painting etc complete
207
1609
333172.71
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Side Drains
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-
-
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PCC Grade M 15 - Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:2.5:5
1.12
7244
8128.37
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PCC Grade M 20 - Providing concrete for plain/reinforced concrete for wearing coat complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:2:4
1.33
7282
9649.9
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V Drains
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-
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Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000m - Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location with a lift upto 1.5m and lead upto 1000m as per technical specification Clause 302.3
103.5
29
3006.68
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M-10)
69
6974
481242.57
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PCC Grade M 15 - Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:2.5:5
41.4
7244
299923.96
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PCC Grade M 20 - Providing concrete for plain/reinforced concrete for wearing coat complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:2:4
19.4
7282
141289.04
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RCC Grade M 20 - Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- upto 5.00m Height
14.39
8294
119374.44
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1225.19
63
78399.78
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EARTHEN DRAIN
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-
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Surface Drains in Soil - Construction of unlined surface drains of average cross sectional area 0.20sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3.0m and lead of 50m as per technical specification Clause 307 - By Mannuall Means
830
114
94993.5
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Engauging man masdoor ,spl/masdoor for cleaning waste,debris ,silt etc,from the existing drain culvert including lifting and replacing covering slab,foot slab etc to lines and levels- Masdoor skilled
34
606
20607.06
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Engauging man masdoor ,spl/masdoor for cleaning waste,debris ,silt etc,from the existing drain culvert including lifting and replacing covering slab,foot slab etc to lines and levels- Masdoor Unskilled
25
548
13700.25
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ROAD LOGO AND OTHER ROAD FURNITURE
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-
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Providing and Fixing typical PMGSY Maintenance 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 board of size 900x1500mm 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
19304
19304.04
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Traffic Signs- Retro-reflective Traffic Signs - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed
over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701- 600mm equilateral triangle board
15
2534
38015.55
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Traffic Signs- Retro-reflective Single Chevron of 50cm x 60cm size - Providing and fixing of retro-reflectorised Object hazard marker sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed
over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701
15
3718
55771.8
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Traffic Signs- Retro-reflective Object hazard marker of 300mm x 900mm size - Providing and fixing of retro-reflectorised Object hazard marker sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed
over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 300mm x 300mm x 450 mm, 450 mm below ground level as per drawings and Technical Specification Clause 1701
15
2282
34241.85
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
4
2799
11198.2
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200 m stone (precast)
15
723
10857.15
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Printing new letters and figures of any shade - printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give a even shade as per drawings and technical specifications clause 1701- English and roman
230
-
184
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Total Construction cost
11067.1
-
17023418
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Maintenance for 5 years
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-
-
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Maintenance for first Year after completion
4110
1
130814.75
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Maintenance for second Year after completion
4110
1
149502.89
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Maintenance for third Year after completion
4110
1
186877.98
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Maintenance for fourth Year after completion
4110
1
560634.95
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Maintenance for fifth Year after completion
4110
1
840952
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Total Maintenance cost
4110
1
1868783
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