Kerala State Rural Roads Development Agency Tender
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Kerala State Rural Roads Development Agency - KSRRDA Tender
Civil And Construction
Building Construction
Construction Material
Eprocure
Opening Date6 Nov 2023
Closing Date14 Nov 2023
Tender Amount₹ 1,95,24,303
Costs
EMD
₹ 3,90,486Document Cost
₹ 5,515Tender Fee
Refer Documents
Summary
Kr0327a Davarupara - Naliyani Road
Description
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Contact
Tender Id
2023_KSRD_129103_1Bid Award Id
ViewTender No
No.09/3414/2023-24/CE-KSRRDATender Authority
Kerala State Rural Roads Development Agency ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
BOQ Items
PAVEMENT COMPONENTS
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Dismantling flexible Pavements- Dismantling of flexible Pavements and disposal of dismantled material upto a lead of 100m, stacking serviceable and unserviceable materials seperately by Mechanical means as per technical specification Clause 202.3 - Bituminous Courses
240
98678
411.16
Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000m - 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 1.5m and lead upto 1000m as per technical specification Clause 302.3
887
33555
37.83
Construction of embankment with material obtained from Roadway cutting - Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per technical specification Clause 301.5
2641.5
139603
52.85
Granular Sub-base with well graded material (Table 400.1)-By Mix in Place Method- For Grading I material -Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC, and compacting with smooth wheel roller to achieve the desired density as per technical specification Clause 401
566.92
1754299
3094.44
Water Bound Macadam Sub-base / Base- WBM Grading II - By Mannual means - providing, laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screenings/ binding material to fill up the interstices of course aggregate, watering and compacting to the required density grading 2 as per technical specification Clause 404
878.38
3239838
3688.42
Water Bound Macadam Sub-base / Base- WBM Grading III - By Mannual means - providing, laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screenings/ binding material to fill up the interstices of course aggregate, watering and compacting to the required density grading 3 as per technical specification Clause 404
878.38
3572480
4067.12
BITUMINOUS WORKS
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Prime Coat - Low porosity-providing and applying primer coat with bitumen emulsion (Bulk SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at a rate of 0.70 - 1.00 kg/sqm using mechanical means as per technical specification clause 502
11621.75
809338
69.64
Tack Coat - Providing and applying tack coat with bitumen emulsion (Bulk RS-1) using emulsion distributor at a rate of 0.25 - 0.30 kg/sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per technical specification clause 503
11621.75
173628
14.94
20mm thick open graded premix carpet using bituminous binder NRMB - Bulk - Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm 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 80-100kn roller, finished to required level and grades to be followed by seal coat either Type A or Type B or Type C as per technical specification clause 508 - Using Natural Rubber Modified Bitumen (NRMB) by Mannual means
11621.75
2292273
197.24
Seal Coat - Manual Means - Type C - Providing and laying seal coat sealing the voids in bituminous surface laid to the specified levels, levels and cross fall using Type A, Type B and Type C as per technical specification clause 510- Using Bitumen -Natural Rubber Modified (NRMB)-Bulk
11621.75
969602
83.43
PROTECTION WORKS
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Excavation for Structures - Earthwork in 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 : Ordinary soil : Upto 3 m depth
214.2
170989
798.27
PCC Grade M 10 - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:3:6
23.4
190340
8134.21
PCC Grade M 15 - Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:2.5:5
141.75
1192076
8409.71
Guard Stones- Reinforced cement concrete M15 grade guard stones of size 20x20x120cm size embedded in PCC 1:4:8 block of 45x45x45cm sice with 30cm embedding of stones including painting etc. complete.
60
126573
2109.55
DRAIN WORKS
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Excavation for Structures - Earthwork in 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 : Ordinary soil : Upto 3 m depth
143.4
114471
798.27
PCC Grade M 10 - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:3:6
48.2
392068
8134.21
PCC Grade M 20 - Providing concrete for plain/reinforced concrete for wearing coat complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:2:4 without 40mm brocken Stone and Formwork
24.05
207646
8633.94
PCC Grade M 15 - Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:2.5:5
6
50458
8409.71
RCC Grade M 20- Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- upto 5.00m Height
2.76
26171
9482.35
Supplying, fitting and placing TMT bar reinforcement in substructure - complete as per drawings and technical specifications Clauses 1002, 1005,1010 and 1202
276
25461
92.25
Surface Drains in Soil - Construction of unlined surface drains of average cross sectional area 0.40sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3.0m and lead of 50m as per technical specification Clause 307 - By Mannuall Means
800
159664
199.58
CD WORKS
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Excavation for Structures - Earthwork in 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 : Ordinary soil : Upto 3 m depth
168.48
134492
798.27
PCC Grade M 10 - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:3:6
23.6
191967
8134.21
PCC Grade M 15 - Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:2.5:5
91.2
766965
8409.71
PCC Grade M 20 - Providing concrete for plain/reinforced concrete for wearing coat complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:2:4 without 40mm brocken Stone and Formwork
57.7
498178
8633.94
Cement Concrete Pavement - Construction of un-reinforced dowel jointed at expansion and construction joint only,plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade),coarse and fine aggregates conforming to IS383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork spreading the concrete with showels,rakes,compacted using needle, screed, and plate vibrators and finished in continuous operation including provision of contraction and expansion ,construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge /culvert and construction joints, admixtures as approved,curing of concrete slabs for 14 days,using curing compound and water finishing to lines and grade as per drawing and TechnicalSpecifications clause 1501
38.4
378134
9847.26
PVC WHEEP HOLES - Providing weep holes using 75mm dia PVC pipes 4 kg/sq cm including cost of material , labour charges etc. complete
20
2196
109.8
Plastering with cement mortar 1:4 as per drawing and technical specification clauses 613.4 and 1204
96.1
32310
336.22
Painting two coats icluding primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical Specification
132.6
25939
195.62
TRAFFIC SIGNS, MARKINGS AND OTHER APPURTENANCES
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Providing and Fixing 'Logo' of PMGSY Project - 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
18622
18622.41
Providing and Fixing typical PMGSY citizens information board as per MoRD specifications and drawings- Two vertical 76.1mm outer diameter MS sheet tube posts of 3.60mm thickness (medium class) duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x750mm, 600mm below ground level with two horizontal M S Sheet Tubes of 1000mm length to make the frame of board, four horizontals and two verticals with M S Sheet rectamngular Tube 50x25x2mm to make the frame to fix the board as per drawing, two M S Sheet 2.00 mm thick boards of size 900x750mm strengthened by 25mmx5mm MS flat iron including painting with stove enameled paint on both sides as per MoRD specifications. 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
25346
25346.7
Providing and Fixing typical PMGSY Maintenance information board as per MoRD specifications and drawings- Two vertical 76.1mm outer diameter MS sheet tube posts of 3.60mm thickness (medium class) duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x750mm, 600mm below ground level with two horizontal M S Sheet Tubes of 1000mm length to make the frame of board, four horizontals and two verticals with M S Sheet rectamngular Tube 50x25x2mm to make the frame to fix the board as per drawing, two M S Sheet 2.00 mm thick board of size 900x1500mm strengthened by 25mmx5mm MS flat iron including painting with stove enameled paint on both sides as per MoRD specifications. 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
25346
25346.7
Providing and fixing of retro-reflectorised logo board at different locations of road asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701- 600mm x 600mm size logo and sign board of 1100x300mm
2
10638
5319.07
Kilometre Stone- Reinforced cement concrete M15 grade kilometre stone / local stone of standard design as per IRC:8 fixing in position including painting and priming etc.as per drawing and technical Specification clause 1703 - Ordinary Kilometre stone (pre-cast)
4
14527
3631.78
Hectometre Stone- Reinforced cement concrete M15 grade kilometre stone / local stone of standard design as per IRC:8 fixing in position including painting and priming etc.as per drawing and technical Specification clause 1703 - 200m stone (pre-cast)
12
11938
994.87
Printing new letters and figures of any shade - printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give a even shade as per drawings and technical specifications clause 1701- English and roman
162
217
1.34
Total Construction cost
11067.1
17912204
0.74
Maintenance for 5 years
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Maintenance for first Year after completion
3020
112847
1
Maintenance for second Year after completion
3020
128968
1
Maintenance for third Year after completion
3020
161210
1
Maintenance for fourth Year after completion
3020
483630
1
Maintenance for fifth Year after completion
3020
725444
1
Total Maintenance cost
3020
1612099
1
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