Kerala State Rural Roads Development Agency Tender
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Kerala State Rural Roads Development Agency - KSRRDA Tender
Civil And Construction
Construction Material
Eprocure
Opening Date20 Nov 2024
Closing Soon27 Nov 2024
Tender Amount₹ 1,36,94,644
Costs
EMD
₹ 50,000Document Cost
₹ 5,515Tender Fee
Refer Documents
Summary
Kr12108 Mrl16 Thoppumukku Vidya Mount School Crpf (balance Work)
Description
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Contact
Tender Id
2024_KSRD_137519_1Tender No
No.05/3414/2024-25/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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-
-
Boundary Piller - Reinforced cement concrete M15 grade boundary pillers/local stone of standard design as per IRC:8 fixing in position including painting and priming etc. as per drawing and technical specification clause 1704
100
806
80659
3.2 Scarifying Existing Bituminous Surface to a depth of 150mm by Mechanical Means - Scarifying the existing granular surafce to a depth of 150mm and disposal of scarified material with a lift upto 3m and lead upto 1000m as per technical specification Clause 301.4.1.
267.08
5
1380.8
Dismantling of 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
20.84
275
5749.76
Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000m - Excavation for road work in soil with hydraulic excavator of 0.9cum 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
639.8
30
19565.21
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
1052.52
44
46363.46
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
694.92
151
105447.16
Granular Sub-base with well graded material (Table 400.1)-By Mix in Place Method - For Grading I material - Constructio of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepeared 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
177
2788
493495.47
Granular Sub-base with well graded material (Table 400.1)-By Mix in Place Method - For Grading I material - Constructio of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepeared surface, mixing by mix in polace method with rotovator at OMC, and compacting with smooth wheel roller to achieve the desired density as per technical specification Clause 401 - using departmental material
17.76
189
3365.34
Water bound Macadam Sub - base / Base - WBM Grading II - By Mannual means - providng, 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
175.22
3671
643279.43
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 specfiction Clause 404
976.36
3711
3623613.69
BITUMINOUS LAYERS
-
-
-
Prime Coat - Low porosity-providing and applying primer coat with bitumen emulsion (packed SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at a rate of 0.70-1.00Kg/sqm using mechanical means as per technical specification clause 502
12897
72
931034.43
Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100kN roller including cleaning the road surface as per Technical Specification Clause 507. (By Mechanical Menas, Case - 1: Nominal chipping size 13.2mm) Bitumen Emulsion Packed
12897
107
1381655.61
Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100kN roller including cleaning the road surface as per Technical Specification Clause 507. (By Mechanical Menas, Case - 11: Nominal chipping size 6.3mm) Bitumen Emulsion Packed
12897
72
936064.26
CD Work constructing 1nos of 3.00x3.00 m slab culverts at chainages 2/648
-
-
-
Dismantling Stone Masonry - Dismantling existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, woodwork, steelwork, including T&P and scaffolding whereever necessary, sorting the dismantled material, disposal of unserviceable material and stacking serviceable material with all lift and lead of 1000m as per technical specification Clause 202.1 - Reinforced Cement Concrete (RCC) By M echanical Means
1.8
1002
1803.89
Dismantling Stone Masonry - Dismantling existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, woodwork, steelwork, including T&P and scaffolding whereever necessary, sorting the dismantled material, disposal of unserviceable material and stacking serviceable material with all lift and lead of 1000m as per technical specification Clause 202.1 - Cement Concrete (PCC) By M echanical Means
162
513
83157.84
Dismantling RR Masonry- Dismantling existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, woodwork, steelwork, including T&P and scaffolding whereever necessary, sorting the dismantled material, disposal of unserviceable and stacking serviceable material with all lift and lead of 1000m as per technical specification Clause 202.1
23.88
414
9892.29
Excavation for Structures-Earthework 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material : Ordinary soil : Upto 3m depth
34.4
481
16573.92
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
56
249
13999.44
RING BUND Type - 1 - Putting up of ring bund as per approved shape 2.50 m bottom width, 1.00 m top width and average height of 2.00 m using empty gunny bag/ Polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund including labour charges for dismantling the bund after completion of the work etc complete.
20
1972
39443.4
DR Packing-Dry stone packing under foundation with good quality blasted rubble including packing conveyance of all materials labour charges etc. complete as per direction of Departmental Officers at site
4.8
1937
9299.18
PCC Grade M 10 - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specfications Clause 802, 803, 1202 & 1203-Nominal mix 1:3:6
5.6
7147
40024.26
PCC Grade M15 - Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications clause 802, 803, 1202 & 1203-Nominal mix 1:2.5:5
19.32
6994
135139.34
PCC Grade M15 - 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
44.52
7398
329374.1
RCC Grade M 20- Providing and laying reinforced cement concrete in substructure complete as per drawings and technical specification clause 802, 803, 1202 & 1203 - upto 5.00m height
2.88
8441
24310.34
Supplying, fitting and placing TMT bar reinforcement in substructure - complete as per drawings and technical specifications Clause 1002, 1005, 1010 and 1202
230.4
67
15517.44
RCC Grade M 25- Providing and laying reinforced cement concrete in substructure complete as per drawings and technical specification clause 802, 803, 1205.4 & 1205.5 - upto 5.00m height
10.82
9753
105528.87
Supplying, fitting and placing TMT bar reinforcement in superstructure - complete as per drawings and technical specifications Clause 1002, 1005, 1010 and 1202
1370
69
94721.8
PCC Grade M 20- Providing concrete for plain/reinforced concrete for wearing coat without 40mm bs and with formwork complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203-Nominal mix 1:2:4
1.8
7419
13354.61
Plastering with cement mortar (1:4), 12 mm thick on CC work in substructure as per technical specification Clauses 613.4 & 1204
14.56
256
3728.52
Painting Two coats on New Concrete Suefaces - 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
14.56
132
1929.93
PROTECTION WORKS
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-
-
Excavation for Structures-Earthework 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material : Ordinary soil : Upto 3m depth
15.41
481
7424.54
Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental Officers at site
51.18
2515
128739.71
DR with Departmental Rubble _ Dry ruuble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
19.1
965
18439.33
PCC Grade M 20 - Providing concrete for plain/reinforced concrete for wearing coat without 40mm bs and with formwork complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 - Nominal mix 1:2:4
3.56
7716
27468.96
Guard Stones - Reinforced cement concrete M15 grade guard stones of size 20x20x120cm size embedded in PCC 1:4:8 block of 45x45x30cm sice with 30cm embedding of stones including painting etc. complete
58
1640
95162.92
DRAIN WORKS
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-
-
DR PACKING - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
663.25
1937
1284934.12
PCC Grade M 20 - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specfications Clause 802, 803, 1202 & 1203-Nominal mix 1:2:4
132.65
7419
984160.86
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
21.6
8753
189066.1
RCC Grade M 25- Providing and laying reinforced cement concrete in substructure complete as per drawings and technical specification clause 802, 803, 1202 & 1203 - upto 5.00m height
3.6
8441
30387.92
Supplying, fitting and placing TMT bar reinforcement in substructure - complete as per drawings and technical specifications Clause 1002, 1005, 1010 and 1202
324
67
21821.4
TRAFFIC SIGNS, MARKINGS AND OTHER APPURTENANCES
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-
-
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 x 750mm, 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 900x1500mm strengthened by 25mmx5mm MS flat iron including painting with stove enameled paint on both sides as per MoRD specifications. Lettering and printing arrows, boarder 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
19762
19762.94
providing and fixing of retro-reflectorised logo board at different locations of road as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5mm thick supported on GI pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 1701-600mmx600mm size logo and sign board of 1100x300mm
3
5385
16155.03
Retro-reflective Traffic Signs - providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5mm thick supported on GI pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per drawings and Technical Specification Clause 1701-900mm equilateral triangle board
16
4034
64556.8
Traffic Signs - Direction and place identification sign upto 0.90sqm size board - Retro - reflective Traffic Signs - providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical Specification Clause 1701-
2
6909
13819.2
Traffic Signs - Retro - reflective Single Chevron of 50cm x 60cm size- providing and fixing of retro-reflectorised Object hazard marker sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5mm thick supported on GI pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical Specification Clause 1701
12
3823
45884.04
Traffic Signs - Retro - reflective Object hazard marker of 300mm x 900mm size providing and fixing of retro-reflectorised Object hazard marker sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5mm thick supported on GI pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 300mm x 300mm x 450mm,450mm below ground level as per drawings and Technical Specification Clause 1701-
8
2337
18698.32
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 Kilometer stone (precast)
5
2885
14427.3
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 Specifications Clause 1703 - 200m stone (pr-cast)
13
750
9762.22
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
200
-
168
Total Construction cost
11067.1
-
12212831
Maintenance for 5 years
-
-
-
Maintenance for first Year after completion
5462
1
103727
Maintenance for second Year after completion
5462
1
118545
Maintenance for third Year after completion
5462
1
148181
Maintenance for fourth Year after completion
5462
1
444544
Maintenance for fifth Year after completion
5462
1
666816
Total Maintenance cost
5462
1
1481813
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