Kerala State Rural Roads Development Agency Tender

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Kerala State Rural Roads Development Agency - KSRRDA Tender

Works
Civil And Construction
Construction Material
Eprocure
Opening Date29 Aug 2024
Closing Date13 Sep 2024
Tender Amount₹ 2,86,76,365 
Notes
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Costs

Summary

Kr10103 Mrl01 Annanagar Montipathy Malayadivaaram Road

Description

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BOQ Items

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DO_NOT_SHOW

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Clearing Grass and Removal of Rubbish - Clearing grass and removal of rubbish upto a distance of 30m outside the priphery of the area as per technical specification Clause 200.1

13200

47124

3.57

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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

200

110674

553.37

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Earthwork in Excavation/Cutting

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-

-

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Scarifying Existing Bituminous Surface by Mechanical Means - Scarifying the existing granular surafce and disposal of scarified material with a lift upto 3m and lead upto 1000m as per technical specification Clause 301.4.1.

6934.4

42299

6.1

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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.

2426.78

82073

33.82

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Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000m - Excavation for roadwork in ordinary rock 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 302.3.5.

212.08

12856

60.62

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Earthwork in Filling (Embankment)

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-

-

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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.

2854.78

136886

47.95

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Construction of embankment with material obtained from Private land 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 -( Contractors own earth)

1060.03

466519

440.1

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Sub base Course

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-

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Granular Sub-base with well graded material (Table 400.1)-By Mix in Place Method - For G.rading 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.

999

2949797

2952.75

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Base Course

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-

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Wet Mix macadam -providing, laying, spreading and compacting stone aggregates of specified sizes to wet mix macadam at OMC in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform thickness in sub-base / base course on a well prepared sub-base and compacting with smooth three wheel 80-100 kN static roller to achieve the desired density including lighting, barricading and maintenance of diversion etc as per table 400.11 & 400.12 and as per technical specification Clause 406

2132

7027690

3296.29

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Bituminous Course

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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

12308

967285

78.59

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Tack Coat - Providing and applying tack coat with bitumen emulsion (Packed 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

12376

210763

17.03

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Mix Seal Surfacing - Mechanical Means - Type A - Providing, laying and rolling of close-graded premix carpet of 25mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2mm to 0.9mm (Type-B) aggregates either 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 80-100kn roller, finished to required level and grades as per technical specification clause 509- Using Bitumen packed S-65 by Mechanical Means & shredded plastic 7%.

12376

3130880

252.98

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Cement Concrete Pavement

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-

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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.

8.23

62601

7606.55

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PCC M 30 - Cement Concrete Pavement - Construction of un-reinforced dowel jointed at expansion and construction joint only,plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade),coarse and fine aggregates conforming to IS383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork spreading the concrete with showels,rakes,compacted using needle, screed, and plate vibrators and finished in continuous operation including provision of contraction and expansion ,construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge /culvert and construction joints, admixtures as approved,curing of concrete slabs for 14 days,using curing compound and water finishing to lines and grade as per drawing and TechnicalSpecifications clause 1501

53.44

487917

9130.19

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CD WORKS

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-

-

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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.

152.05

5142

33.82

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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.

29.83

80495

2698.49

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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.

54

410753

7606.55

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PCC Grade M 15 - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:2.5:5

91

673856

7405.02

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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.

97

759726

7832.23

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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 .

23.2

3214

138.54

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PCC Grade M 20 - Providing concrete for plain/reinforced concrete for wearing coat without formwork and 40 mm bs complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix

4.84

37442

7735.98

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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

8.57

75398

8797.92

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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 for Design Mix.

48.67

489621

10060.03

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Cement Concrete Pavement - Construction of un-reinforced dowel jointed at expansion and construction joint only,plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade),coarse and fine aggregates conforming to IS383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork spreading the concrete with showels,rakes,compacted using needle, screed, and plate vibrators and finished in continuous operation including provision of contraction and expansion ,construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge /culvert and construction joints, admixtures as approved,curing of concrete slabs for 14 days,using curing compound and water finishing to lines and grade as per drawing and TechnicalSpecifications clause 1501 (PCC grade M 30 for Top Layer of concrete Dip)

54

493030

9130.19

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Supplying, fitting and placing TMT bar reinforcement in substructure - complete as per drawings and technical specifications Clauses 1002, 1010 and 1202.

4103.2

348895

85.03

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Supplying, fitting and placing TMT bar reinforcement in substructure - complete as per drawings and technical specifications Clauses 1002, 1010 and 1202.

391.2

32266

82.48

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Providing and Laying RCC pipe NP3 as per design in single row - Providing and laying RCC pipe NP3 culverts on first class bedding of granular material in single row with cement mortar 1:2 but excluding excavation, protectio works, backfilling, concrete and masonry works in head walls and parapets as per technical specification clause 1106 : 1000mm Dia

6

38301

6383.6

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Plastering with cement mortar 1:4 as per drawing and technical specification clauses 613.4 and 1204

22

6732

306.03

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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

22

3847

174.9

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PROTECTION WORKS

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-

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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.

157.2

112195

713.71

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DRY RUBBLE MASONRY - Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site.

260.8

942724

3614.74

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Randum Rubble masonry in cement mortar 1:5 -Stone masonry work in cement mortar in substructure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1204.

432.32

3237791

7489.34

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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

142

19672

138.54

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PCC Grade M 20 - Providing concrete for plain/reinforced concrete in sub-structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix

6.56

52777

8045.42

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Guard stone - Reinforced cement concrete M15 grade guard stones of size 0.9 x 0.9 x 0.2 M and embeded in CC 1:4:8 locks of size 0.45 x 0.45 x 0.45M including painting and priming etc.as per drawing and technical Specification clause 1704 .

178

343828

1931.62

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SIDE DRAIN

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-

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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.

1747

49667

28.43

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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.

22.5

16058

713.71

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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.

43

314501

7313.99

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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.

16.05

125707

7832.23

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PCC Grade M 20 - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix

150.93

1167591

7735.98

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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.

5.72

50324

8797.92

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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.

486.2

40101

82.48

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ROAD LOGO AND OTHER ROAD FURNITURE

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-

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Providing and Fixing 'Logo' of PMGSY Project - 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

17113

17113.93

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Providing and fixing of typical PMGSY Citizens' 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

23216

23216.31

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Providing and fixing of typical PMGSY Maintanence 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

23216

23216.31

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Supplying and fixing fabricated sign board of size 90x25cm and logo of size 60x60cm at the end of the road or second km of the road with 10gauge ms sheet supported by ISA 75x75x6mm. Fixing the board in cement concrete 14:8(using 40mm broken stone) blocks of size 45x45x60cm with bottom level of the board at 180 cm above ground level including painting 2 coats of required paint over a coat of iron primer, all labour charges, hire charges for fabrication and cost of materials etc complete

2

11888

5944.46

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Traffic Signs - Retro - reflective Traffic Signs - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board of size 900x900 mm 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.

18

68829

3823.84

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Traffic Signs- Retro-reflective Single Chevron of 50cm x 60cm size - Providing and fixing of retro-reflective sinngle chevron sign board 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

48

210752

4390.68

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Traffic Signs- Retro-reflective Object hazard marker of 300 mm 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

21

55619

2648.54

... More
Painting Lines, dashes, Arrows etc on Road in two coats on new work- Painting lines, dashes, arrows etc on roads in two coats with ready mixed road marking paints conforming to IS:164 on bituminous/concrete surface , including cleaning of surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and technical Specification clause 1702. Over 10 cm in width.

3

672

224.16

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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

120

22351

186.26

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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- 900mm sides octogonal board

2

11745

5872.98

... More
Boundary Piller - Reinforced cement concrete M15 grade boundary pillers / local stone of standard design of size 0.6 x 0.20 x 0.20 m as per IRC:8 fixing in position including painting and priming etc.as per drawing and technical Specification clause 1704.

180

171347

951.93

... 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 - Ordinary Kilometre stone (pre-cast).

5

16661

3332.35

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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 - 200m stone (pre-cast).

9

8141

904.56

... More
Total Construction cost

11067.1

26308592

0.74

... More
Maintenance for 5 years

-

-

-

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Maintenance for First Year after completion

3404

165744

1

... More
Maintenance for Second Year after completion

3404

189422

1

... More
Maintenance for Third Year after completion

3404

236777

1

... More
Maintenance for Fourth Year after completion

3404

710332

1

... More
Maintenance for Fifth Year after completion

3404

1065498

1

... More
Total Maintenance cost

3404

2367773

1



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