Kerala State Rural Roads Development Agency Tender
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Costs
EMD
₹ 7,33,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Kasaragod District-nileshwar Block- Kr-05-50
Description
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Contact
Tender Id
2018_KSRD_69823_11Bid 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)
618
394314
638.05
... 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)
618
241390
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
228
240555
1055.07
... 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
265.72
8263
31.1
... 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
272.68
5579
20.46
... More
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
19497.34
2740741
140.57
... More
Haulage of materials (earth, optained from Barrow pit) by tipper excluding cost of loading, unloading and stacking.
887128.97
2022654
2.28
... 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
3447.69
10004679
2901.85
... 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.
1462.34
5389263
3685.37
... 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.
1424.99
5283962
3708.07
... More
BITUMINOUS LAYERS ( WASTE PLASTIC )
-
-
-
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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)
18750.75
840033
44.8
... 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
18750.75
280886
14.98
... 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 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
18750.75
3454638
184.24
... 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).
18750.75
1267363
67.59
... More
C D 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.-soil
6.96
3445
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
10.18
76722
7536.61
... 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)
23.98
186963
7796.63
... 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)
1.97
16426
8338.11
... 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 25 for Culvert Parapets
3
27936
9312.06
... 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 )
4.8
42331
8819.15
... 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)
10.08
101997
10118.79
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1587.6
111624
70.31
... More
Dry rubble packing( not weighing less than 40 kg) including all cost, conveyance ,labour charges etc complete
6
16105
2684.24
... More
Plastering with cement mortar 1:4, 12 mm thick,one coat on concrete work as per technical specification Clauses 613.4 & 1204
11.76
2403
204.34
... More
White washing two coats on parapet walls etc. as per technical specifications Clause 1915
11.76
271
23.05
... 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.
31.12
15405
495.04
... More
Dry rubble masonry for retaining wall including all cost, conveyance ,labour charges etc complete
126.95
339984
2678.1
... 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)
3.68
32454
8819.15
... 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
200
249016
1245.08
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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
12338
12338.91
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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
17856
17856.4
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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
17856
17856.4
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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
18929
6309.85
... 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
25
61717
2468.71
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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)
6
17575
2929.21
... 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)
19
14791
778.5
... 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
6834
5057
0.74
... More
Total Construction cost
11067.1
33600596
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) )
4.98
211683
211683.75
... More
Maintenance for second Year after completion (8% of (9% x Construction Cost) )
4.98
241924
241924
... More
Maintenance for third Year after completion (10% of (9% x Construction Cost) )
4.98
302405
302405
... More
Maintenance for fourth Year after completion (30% of (9% x Construction Cost)
4.98
907216
907216
... More
Maintenance for fifth Year after completion (9% of (45% x Construction Cost)
4.98
1360824
1360824
... More
Total Maintenance cost
4.98
3024053
1
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