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 Date22 Nov 2024
Closing DateCancelled
Tender Amount₹ 2,45,83,269
Costs
EMD
₹ 1,00,000Document Cost
₹ 8,270Tender Fee
Refer Documents
Summary
Kr0245 Mrl07-kokunnu Pallissery Canal Bund Road (balance Works First Tender)
Description
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Contact
Tender Id
2024_KSRD_137384_9Tender No
No.04/3414/2024-25/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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Cutting of Trees including cutting of Trunks, Branches and removal of Stumps- Cutting of trees, including cutting of trunks, branhes and removal of stumps and roots, refilling, compaction and backfilling and stacking of servicable material by manual means with all lifts as per technical specification Clause 201.1 -Girth above 300mm to 600mm - Lead upto 100m
30
383
11516.1
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Cutting of Trees including cutting of Trunks, Branches and removal of Stumps- Cutting of trees, including cutting of trunks, branhes and removal of stumps and roots, refilling, compaction and backfilling and stacking of servicable material by manual means - Girth above 900mm to 1800mm lead upto 1000m
10
1320
13209.7
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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
100
814
81465
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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
9544
5
50010.56
... More
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
940.94
31
29178.55
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Construction of embankment with material obtained from Roadway cutting - Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per technical specification Clause 301.5
1497.05
44
66573.81
... More
Construction of embankment with material obtained from Borrow Pits - Construction of embankment with approved material deposited at site from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 as per technical specification Clause 301.5
905.4
407
368651.72
... More
Compacting Original Ground Supporting Subgrade- Loosening of the ground upto a level of 300mm below the subgrade level, watered, graded and compacted in leyers to meet requirement given in Table 300.1 and 300.2 for subgrade coonstruction as per technical specification Clause 303.5.2
1062
50
53524.8
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Waterproofing on top compacted ( as per relevant MoRD specification) original ground, sub Grade soil base, shoulders with Organosilane Nanotechnology & nano acrylic co-polymer with water (1000 ppm TDS) in the ratio of 1 kg Organosilane Nanotechnology:1 kg nano acrylic co-polymer :200 liter water spray @ 3 liter /sqm in two spray applications (1.5 liter + 1.5 liter) as per direction of the Engineer-in-charge.
4720
13
62115.2
... More
Stabilized Subbase/Base With Nanotechnology: Providing, Laying, Spreading and Compacting borrow area soil of CBR 5% mixed with 30% crushed aggregate/muruum / GSB Grade 2 as per mix design. Application: (1) Spread and grade loose soil and aggregates as per mix design to achieve desired compacted thickness. (2) Spread Cement 3% by weight of soil -aggregates mix and mix homogenously (3) Apply 1 kg /cum organosilane Nanotechnology and 1 kg/cum of nano acrylic Co-Polymer mixed in OMC water (1000 ppm TDS) on loose soil-aggregate - cement mix. Scarify the material with rotavator. Semi-compact it
(4) Compact the stabilized layer with 8 to 10 tonne vibratory roller to achieve the desired density.
(5) Waterproof the top of the compacted stabilized base with organosilane & nano acrylic Polymer in the ratio of 1 kg organosilane :1 kg nano acrylic Co-Polymer : 200 liter water (1000 ppm TDS) @ 3 ltrs/sqm in two spray applications (1.5 ltrs. + 1.5 ltrs.).
Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge.
406.22
2305
936390.57
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Granular Sub-base with well graded material (Table 400.1)-By Mix in Place Method- For Grading I material -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 rotovator at OMC, and compacting with smooth wheel roller to achieve the desired density as per technical specification Clause 401
671.69
2692
1808498.46
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Water Bound Macadam Sub-base / Base- WBM Grading II - By Mannual means - providing, laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screenings/ binding material to fill up the interstices of course aggregate, watering and compacting to the required density grading 2 as per technical specification Clause 404
985.5
3590
3538240.65
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Water Bound Macadam Sub-base / Base- WBM Grading III - By Mannual means - providing, laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screenings/ binding material to fill up the interstices of course aggregate, watering and compacting to the required density grading 3 as per technical specification Clause 404
1151.44
3627
4177228.58
... More
BITUMINOUS WORKS
-
-
-
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Prime Coat - Low porosity- [roviding and applying prime coatwith bitumen emulsion (Bulk SS1) on prepared surface of granular base including cleaning road surface and spraying primer at a rate of 0.70-1.00 kg/sqm using mechanical means as per technical specification clause 502
15307.95
66
1020887.19
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Tack Coat - Providing and applying tack coat with bitumen emulsion (Bulk RS-1) using emulsion distributor at a rate of 0.25 - 0.30 kg/sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per technical specification clause 503
15307.95
12
197013.32
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20 mm thick open graded premix carpet using bituminous binder S-65 Bulk and antistripping agent- providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line , grade and level serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn roller, finished to required level and grades to be followed by seal coat either typeA or typeB or typeC as per technical specification clause 508 * by mannual means
15307.95
162
2494583.53
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Seal Coat - Mannual Means - Type C - Providing and laying seal coat sealing the voids in bituminous surface laid to the specified levels, levels and cross fall using Type A, Type B and Type C as per technical specification clause 510- Using Bitumen S-65 Bulk and antistripping agent
15307.95
64
994404.43
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CD WORKS
-
-
-
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Earthwork in 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.
148.32
488
72476.57
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DR PACKING - 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.
3.6
2093
7536.56
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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
15
7083
106254.15
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PCC Grade M 15 - Providing concrete for plain/reinforced concrete in sub structre complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:2.5:5
34.1
7348
250584.87
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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
1.13
7380
8340.29
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 800,1205.4 and 1205.5 RCC grade M20 for bed block
3
8402
25208.37
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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
300
68
20493
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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
11.48
9719
111575.15
... More
Supplying, fitting and placing TMT bar reinforcement in substructure - complete as per drawings and technical specifications Clauses 1002, 1005,1010 and 1202
2036.25
70
142781.85
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Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical Specification
23.22
134
3121.46
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PROTECTION WORKS
-
-
-
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Excavation for Structures - Earthwork in 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 : Ordinary soil : Upto 3 m depth
286.88
488
140183.91
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Dry rubble masonry for foundation and superstructure including all cost conveyance, labour charges etc complete
1050.9
2700
2838092.07
... More
PCC Grade M 20 - Providing concrete for plain/reinforced concrete for in open foundations complete as per drawings and technical specifications clause 802,803,1202 &1203 (M20) for wearing coat over DR work
33.59
7676
257837.51
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Guard Stones- Reinforced cement concrete M15 grade guard stones of size 20x20x120cm size embedded in PCC 1:4:8 block of 45x45x45cm sice with 30cm embedding of stones including painting etc. complete.
565
1655
935221.9
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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 10 ( Most portion of the road passes along the side of canal with height more than 3 m.) Broken Parapets
35.28
7083
249909.76
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204, P.C.C grade M 15 ( Most portion of the road passes along the side of canal with height more than 3 m.) Broken Parapets
120.96
6947
840393.79
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Painting Two coats on New Concrete Surfaces - 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
1008
134
135505.44
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DRAIN WORKS
-
-
-
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Surface Drains in Soil - Construction of unlined surface drains of average cross sectional area 0.40sqm 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
300
122
36648
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TRAFFIC SIGNS, MARKINGS AND OTHER APPURTENANCES
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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
19847
19847.58
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Providing and fixing of retro-reflectorised logo board at different locations of road 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 x 600mm size logo and sign board of 1100x300mm
2
5404
10808.28
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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- 900mm equilateral triangle board
28
4053
113510.04
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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 x 450mm rectangular board
5
3736
18681.2
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Traffic Signs- Direction and place identification sign upto 0.90 sqm size board - Retro - reflective Traffic Signs - Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701.
4.5
6931
31190.81
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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
20
3787
75757.2
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Kilometre Stone- Reinforced cement concrete M15 grade kilometre stone / local stone of standard design as per IRC:8 fixing in position including painting and priming etc.as per drawing and technical Specification clause 1703 - Ordinary Kilometre stone (pre-cast)
4
2884
11538.96
... More
Kilometre Stone- Reinforced cement concrete M15 grade kilometre stone / local stone of standard design as per IRC:8 fixing in position including painting and priming etc.as per drawing and technical Specification clause 1703 - 200m stone (pre-cast)
15
754
11312.85
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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
840
-
714
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Road Markers / Road Studs with lens reflector- Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973
600
195
117480
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Painting Lines, dashes, Arrows etc on Road in two coats on new work - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Over 10 cm in width.
180
163
29498.4
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Total Construction cost
11067.1
-
22548152
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Maintenance for 5 years
-
-
-
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Maintenance for first Year after completion
3970
1
142458.77
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Maintenance for second Year after completion
3970
1
162808.93
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Maintenance for third Year after completion
3970
1
203512.86
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Maintenance for fourth Year after completion
3970
1
610535.18
... More
Maintenance for fifth Year after completion
3970
1
915802.21
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Total Maintenance cost
3970
1
2035118
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