Kerala State Rural Roads Development Agency Tender

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Kerala State Rural Roads Development Agency - KSRRDA Tender

Works
Civil And Construction
Eprocure
Opening Date8 Oct 2018
Closing Date16 Oct 2018
Tender Amount₹ 1,24,64,699 
Notes
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Costs

Summary

Kozhikode District- Panthalayani Block- Kr-08-68

Description

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BOQ Items

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DO_NOT_SHOW

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Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. (Girth above 300 mm to 600 mm)

5

1991

398.32

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PAVEMENT COMPONENTS

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-

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Supplying and fixing R.C.C. M15 boundary stone of size 60 X 20 X20 CMS and embeded in CC 1:4:8 block of size 0.45 X 0.45 X 0.45 m, plastering , painting etc complete

20

22402

1120.1

... More
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202

414

139927

337.99

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Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

540

2532

4.69

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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

158.47

4928

31.1

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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 301.5

478.47

9789

20.46

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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

3161.37

444393

140.57

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Haulage of materials (earth, optained from Barrow pit) by tipper excluding cost of loading, unloading and stacking.

49791.5

113524

2.28

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Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor 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.-Departmental Material

310.5

34956

112.58

... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor 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. Grading 1

412.46

1266182

3069.83

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Consrution of Water Bound Mecadam ( WBM) base by 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.

453.26

1752756

3867

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Consrution of Water Bound Mecadam ( WBM) base by 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.

448.2

1752932

3911.05

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BITUMINOUS LAYERS ( SYDEX NANO TECHNOLOGY )

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-

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Providing and applying prime coat with bitumen emulsion (Packed -SS1) modified with Terraprime on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.0-1.4 kg/sqm using mechanical means. (Low porosity). Prime coat mix prepared using 100 part cationic bitumen emulsion and 100 part of nanotechnology solution (1kg Terraprime in 100 Liter water).

5976

229538

38.41

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Providing and applying tack coat with Bitumen emulsion (Packed- RS1) modified with Nanotac using emulsion distributor at the rate of 0.28 to 0.32 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom. Tack coat emulsion prepared using 100 part cationic bitumen emulsion and 100 part of nanotechnology solution (1kg Nanotac in 100 Liter water).

5976

62329

10.43

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Providing, laying and rolling of open-graded premix chipping carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen modified with Zycotherm at the rate of 1.5kg per 1 ton of bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C. (NRMB-Bulk)

5976

1051357

175.93

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Providing and laying seal coat with bitumen modified with Zycotherm at the rate of 0.15% by weight of bitumen, sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C (Type C- NRMB Bulk)

5976

371587

62.18

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C D WORKS

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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. (RCC)

1.03

1045

1014.94

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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.-soil

13.69

6777

495.04

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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,

10

3021

302.17

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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 ) Nominal mix 1:3:6

5.34

43188

8084.79

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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 ) Nominal mix (1:2.5:5)Abutment

5.94

49609

8351.79

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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 (R.C.C grade M 20 for culvert parapets

0.44

4119

9362.7

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Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (R.C.C grade M 20 for bed block )

1.4

13107

9362.7

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Providing concrete for plain/reinforced concrete in superstructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (R.C.C grade M 25 for slab culvert)

2.52

26993

10711.74

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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

523

36772

70.31

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Dry rubble packing( not weighing less than 40 kg) including all cost, conveyance ,labour charges etc complete

1.53

4057

2651.79

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White washing two coats on parapet walls etc. as per technical specifications Clause 1915

6.34

146

23.05

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PROTECTION WORKS

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-

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (Stone Pitching)

210

59106

281.46

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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.

336

166333

495.04

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Dry rubble masonry for retaining wall including all cost, conveyance ,labour charges etc complete

826.5

2186621

2645.64

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Dry rubble masonry for retaining wall using departmental rubble including all labour charges but excluding cost and conveyance charges of ruble

157.5

162262

1030.24

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Providing concrete in plainconcrete in sub structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC M20 over DR top) Nominal mix (1:2:4)

52

460304

8852.01

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Supplying and fixing M15 guard stone of size 0.9 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

100

132120

1321.2

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Construction of Earthern drain / Masonry drain / Cement Concrete drain

-

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-

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Construction of unlined surface drains of average cross sectional area 0.4 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in ambankment with a lift up to 3m and lead of 50m (average lead 25m) as per tech. spec. clause 307

600

74256

123.76

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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.

50

24752

495.04

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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 (PCC M10) Nominal mix 1:3:6

31.58

255317

8084.79

... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC M 20 for wearing coat) Nominal mix (1:2.5:5)

21.05

186334

8852.01

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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 (RCC M20 for foot slab)

12.6

111535

8852.01

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Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

882

60575

68.68

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ROAD LOGO AND OTHER ROAD FURNITURE

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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

12471

12471.18

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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

18139

18139.83

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Providing and fixing of typical PMGSY Maintenance 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

18139

18139.83

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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

3

19126

6375.56

... More
Supplying and Fixing Fabricated caution sign board of size 90 X 90cm triangle on the road way whereever necessary with 16 gauge MS sheet in 75 x 75 x 6 mm frames and post for supporting the board. Fixing the board with MS Channel using bolding and nut and fixing the board in cement concrete 1:4:8 (using 40mm broken stone) blocks of size 45 x 45, 40cm with bottom level of board at 180 cm above ground level applying 2 coat of required paint over a coat of iron primer including all labour and hire charges for fabricating and cost of materil etc complete

4

10066

2516.54

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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (Kilometer Stone -Precast)

2

6141

3070.55

... More
Reinforced cement concrete M15 grade hecto meter stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (200m Stone -Precast)

6

4821

803.63

... More
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701

2202

1629

0.74

... More
Total Construction cost

11067.1

11435502

0.74

... More
Maintenance for 5 years

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-

-

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Maintenance for first Year after completion (7% of (9% x Construction Cost) )

1560

72044

72044

... More
Maintenance for second Year after completion (8% of (9% x Construction Cost) )

1560

82336

82336

... More
Maintenance for third Year after completion (10% of (9% x Construction Cost) )

1560

102920

102920

... More
Maintenance for fourth Year after completion (30% of (9% x Construction Cost)

1560

308759

308759

... More
Maintenance for fifth Year after completion (45% of (9% x Construction Cost)

1560

463138

463138

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Total Maintenance cost

1560

1029197

1



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