Kerala State Rural Roads Development Agency Tender
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Costs
EMD
₹ 7,43,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Kozhikode District-balussey Block- Kr-08-67,
Description
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Contact
Tender Id
2018_KSRD_69823_2Bid Award Id
ViewTender No
Notice No.04/3599/2018/CE-2018Tender Authority
Kerala State Rural Roads Development Agency ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
BOQ Items
... More
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
PAVEMENT COMPONENTS
-
-
-
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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
200
215128
1075.64
... 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
345
116606
337.99
... More
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.
2370
11115
4.69
... More
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
6284.96
195462
31.1
... More
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5(By Mechanical Means)
322.2
72298
224.39
... More
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
4690.79
95973
20.46
... More
Supplying, providing and laying woven Geotextile fabric ( Polyester or polypropylene having 3.00 Metre minimum width & minimum 10% elongation at yield and minimum Tensile strength of 50 KN/M ) in wrap direction right angle to the alignment of the embankment with suitable laps instead of removel of slush proposed in the embankment design as directed by the departmental officers at site.
8000
990160
123.77
... 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.-Departmental Material
258.75
29130
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
2168.49
5947278
2742.59
... 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.
1430.3
4954988
3464.3
... 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.
1740.8
6120008
3515.63
... More
BITUMINOUS LAYERS ( SYDEX NANO TECHNOLOGY )
-
-
-
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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).
23210.67
894771
38.55
... More
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).
23210.67
243015
10.47
... More
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)
23210.67
3920746
168.92
... More
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)
23210.67
1389854
59.88
... More
C D WORKS
-
-
-
... More
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. (DR)
6
1837
306.22
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202- upto 600mm
10
3213
321.33
... More
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
137.38
68008
495.04
... More
Bailing out water by using 5HP engine and pumpset including all conveyance to site, errection, cost of fuel, lubricating oil and other stores, pay of staff etc. complete
28
82948
2962.43
... More
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,
60
18103
301.73
... More
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
45.64
350821
7686.72
... More
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)( Foundation Footing )
23.26
175487
7544.59
... More
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( Abutments )
69.38
553641
7979.85
... More
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 ) Nominal mix (1:2:4)
21.8
184942
8483.62
... More
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
5.88
52761
8973.06
... More
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 )
8.4
75373
8973.06
... More
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)
29.02
298588
10289.05
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
4690
322296
68.72
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (1000mm dia)
30
260094
8669.83
... More
Dry rubble packing( not weighing less than 40 kg) including all cost, conveyance ,labour charges etc complete
8.4
19869
2365.45
... More
White washing two coats on parapet walls etc. as per technical specifications Clause 1915
75.18
1732
23.05
... More
CONCRETE DIP (CHAPPAT)
-
-
-
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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
28.35
217918
7686.72
... More
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 ) Nominal mix (1:2:4)
18.9
160340
8483.62
... More
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)
70.8
19927
281.46
... More
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.
165.36
81859
495.04
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PM10) Nominal mix 1:3:6
91
699491
7686.72
... More
Dry rubble masonry for retaining wall including all cost, conveyance ,labour charges etc complete
451.46
1065134
2359.31
... More
Dry rubble masonry for retaining wall using departmental rubble including all labour charges but excluding cost and conveyance charges of ruble
57.6
59341
1030.24
... More
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)
17.9
151856
8483.62
... More
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
250
317767
1271.07
... More
Construction of Earthern drain / Masonry drain / Cement Concrete drain
-
-
-
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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
5000
618800
123.76
... More
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.
298.9
147967
495.04
... More
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
48.95
376264
7686.72
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC M15 for side wall of CC Drains )
149.51
1127991
7544.59
... 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)
63.12
535486
8483.62
... More
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)
8.4
71262
8483.62
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (300mm )
175
353834
2021.91
... More
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
590
40544
68.72
... More
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
12387
12387.49
... More
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
17955
17955.22
... More
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
17955
17955.22
... More
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
18987
6329.15
... 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
90
223427
2482.53
... More
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)
5
14879
2975.93
... 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)
20
15737
786.88
... More
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 (5th Kilometer Stone -Precast)
1
4847
4847.58
... 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
3000
2220
0.74
... More
Total Construction cost
11067.1
34075633
0.74
... More
Maintenance for 5 years
-
-
-
... More
Maintenance for first Year after completion (7% of (9% x Construction Cost) )
5000
214676
214676
... More
Maintenance for second Year after completion (8% of (9% x Construction Cost) )
5000
245345
245345
... More
Maintenance for third Year after completion (10% of (9% x Construction Cost) )
5000
306681
306681
... More
Maintenance for fourth Year after completion (30% of (9% x Construction Cost)
5000
920042
920042
... More
Maintenance for fifth Year after completion (45% of (9% x Construction Cost)
5000
1380063
1380063
... More
Total Maintenance cost
5000
3066807
1
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