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 Date9 Nov 2018
Tender Amount₹ 2,37,10,598 
Notes
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Costs

Summary

Alappuzha District- Ambalapuzha Block- Kr-01-67

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)

20

7966

398.32

... More
Uprooting and Removing Stumps & roots, compaction of backfilling and stacking of servicable material by manual means as per Technical Specification Clause 201. (Girth above 300 mm to 600 mm)

20

5089

254.48

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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

160

189409

1183.81

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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.

7452.5

34952

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

387.49

12050

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

387.49

7928

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

2694.94

378827

140.57

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

301833.28

688179

2.28

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Construction of granular sub-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 1 as per Technical Specification Clause 405.

1277.84

4508181

3527.97

... More
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.

1154.67

5208439

4510.76

... More
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.

1157.45

5167585

4464.63

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BITUMINOUS LAYERS (WASTE PLASTIC )

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-

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Providing and applying prime coat with bitumen emulsion (Packed -SS1) 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 (Low porosity)

15395.63

572563

37.19

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Providing and applying tack coat with Bitumen emulsion (Packed- RS1) 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

15395.63

193984

12.6

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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 using MS grade or tailor made (20 to 23 kg/10m2) 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 premix seal coat SS2 (10 to 12 Kg per 10m2) as per technical specification IRC SP100-2014

15395.63

2744732

178.28

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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using pre mix seal coat SS2 ( 10 to 12 kg per 10 m2 ) as per technical specification IRC SP100-2014

15395.63

964844

62.67

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PROTECTION WORKS

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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.

65.4

32375

495.04

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

168.4

513032

3046.51

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Providing concrete in reinforced concrete in sub structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (RCC M20 over DR for intermediate belt)

3

28164

9388.03

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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

231

321838

1393.24

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ROAD LOGO AND OTHER ROAD FURNITURE

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-

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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

12599

12599.25

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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

18414

18414.28

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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

18414

18414.28

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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

12887

6443.8

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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

20

51324

2566.24

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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)

4

12829

3207.41

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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)

16

13247

827.96

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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

5253

3887

0.74

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Total Construction cost

11067.1

21752842

0.74

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Maintenance for 5 years

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-

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

3910

137043

137043

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

3910

156620

156620

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

3910

195776

195776

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

3910

587327

587327

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

3910

880990

880990

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Total Maintenance cost

3910

1957756

1



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