Kerala State Rural Roads Development Agency Tender
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Costs
EMD
₹ 1,62,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Kannur District-kuthuparamba Block- Kr-04-90,
Description
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Contact
Tender Id
2018_KSRD_69823_1Bid 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
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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 600 mm to 900 mm)
4
1593
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 600 mm to 900 mm)
4
1562
390.6
... 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
76
80535
1059.68
... 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
337.5
114071
337.99
... 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
5099.1
158582
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
987.3
20200
20.46
... 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
253.13
28496
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, Grading 1 complete as per Technical Specification Clause 401.
512.21
1181301
2306.27
... More
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.
427.84
1249488
2920.47
... More
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.
427.84
1278555
2988.41
... More
BITUMINOUS LAYERS
-
-
-
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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)
5757
224177
38.94
... More
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
5757
75762
13.16
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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 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 Type C as per Technical Specification Clause 508. (NRMB). With 7% of Bitumen replaced by Shredded waste plastic
5757
893083
155.13
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 (Type C NRMB).
5757
315713
54.84
... More
C D 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.-soil
54.75
27103
495.04
... 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
6.24
46824
7503.96
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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, 1204.3.7
24
7256
302.36
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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 Foundation ) (1:2.5:5)
7.24
53730
7421.29
... 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 15Abutment ) (1:2.5:5)
22.6
177397
7849.45
... 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
1.1
9665
8786.76
... 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)
4.32
43560
10083.44
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
388.8
27336
70.31
... More
Dry rubble packing( not weighing less than 40 kg) including all cost, conveyance ,labour charges etc complete
3.94
7807
1983.67
... More
White washing two coats on parapet walls etc. as per technical specifications Clause 1915
20.1
463
23.05
... More
CONCRETE DIP (CHAPPAT)
-
-
-
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Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C grade M 10 ) Nominal mix 1:3:6- Chappat
10.5
78791
7503.96
... 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)- chappat, Rigid pavement
7
58152
8307.47
... More
PROTECTION WORKS
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-
-
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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.
5.76
2851
495.04
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Dry rubble masonry for retaining wall including all cost, conveyance ,labour charges etc complete
16.98
33578
1977.53
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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)
0.6
4984
8307.47
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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
16
20091
1255.71
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SIDE DRAINS
-
-
-
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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.
191.85
94973
495.04
... More
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
1940
240094
123.76
... 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
52.55
394333
7503.96
... 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 walls of drain) Nominal mix (1:2.5:5)
24.3
180337
7421.29
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (PCC M20 for ( Wearing Coar)
22
182764
8307.47
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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
12351
12351.5
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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
17883
17883.37
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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
17883
17883.37
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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
18919
6306.55
... 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
6
14797
2466.3
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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)
3
8827
2942.65
... 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
4685
780.89
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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
6875
5087
0.74
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Total Construction cost
11067.1
7426819
0.74
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Maintenance for 5 years
-
-
-
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Maintenance for first Year after completion (7% of (9% x Construction Cost) )
1500
46788
46788.96
... More
Maintenance for second Year after completion (8% of (9% x Construction Cost) )
1500
53473
53473
... More
Maintenance for third Year after completion (10% of (9% x Construction Cost) )
1500
66841
66841
... More
Maintenance for fourth Year after completion (30% of (9% x Construction Cost)
1500
200524
200524
... More
Maintenance for fifth Year after completion (9% of (45% x Construction Cost)
1500
300786
300786
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Total Maintenance cost
1500
668413
1
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