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 Date29 Aug 2024
Closing Date27 Sep 2024
Tender Amount₹ 2,73,57,027
Costs
EMD
₹ 1,00,000Document Cost
₹ 8,270Tender Fee
Refer Documents
Summary
Kr13112 Mrl03-aloor St Joseph Church Urumbankunnu Road
Description
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Contact
Tender Id
2024_KSRD_136089_30Tender No
No.01/3414/2024-25/CE-KSRRDATender Authority
Kerala State Rural Roads Development Agency ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
BOQ Items
Cutting of Trees including cutting of Trunks, Branches and removal of Stumps- Cutting of trees, including cutting of trunks, branhes and removal of stumps and roots, refilling, compaction and backfilling and stacking of servicable material by manual means with all lifts as per technical specification Clause 201.1 Girth above 300mm to 600mm - Lead upto 100m
5
2784
556.81
EARTH WORK
-
-
-
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
834.12
28384
34.03
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
804.79
38750
48.15
SUBBASE COURSE -FDR
-
-
-
Stabilisation of in-situ (existing pavement crust) or soil or otherwise sub base/base course up to the required depth by cold in-situ recycling using cement and chemical additives/otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job in mix design in accordance with IRC-SP-72-2015, I RC-37-2012 & 2018 and IRC SP 89 (part-II) 2018. Cementitious additive @ rate of a minimum of 5 - 7% and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/additive spreader with microprocessor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self-propelled stabilizer/reclaimer of working width of 2.4 m and with minimum engine horsepower 440 kw with a variable working depth up to 50 cm. The resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire insitu process would be carried out in single pass with milling and pulverising of damaged asphalt pavement/soil/ aggregates/soi1-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fitted on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller should be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UC’S) of’ stabilized subbase/base should be 4.5 to 7 MPa after 7/28 days of curing as per IRC-SP-72-2015, IRC-37-2012 & 2018 Also durability aspects (wet-dry cycles) of stabilized subbase should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipment to be used are binder spreader- water Tanker - Additive Truck - Recycler - Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne)
2919.17
9902765
3392.32
PRIME COAT & SAMI LAYER
-
-
-
Prime Coat - Medium 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 0.90 - 1.20 kg/sqm using mechanical means as per technical specification clause 502
12578.7
1223026
97.23
Sami layer -Providing and laying paving fabric with physical requirements as per table 704-16 over a tack coat of paving grade Bitumen VG-30, laid at the rate of 1 kg per sqm over thoroughly cleaned and repaired surface to provide a water-resistant membrane and crack retarding layer. Paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of the surface with a pneumatic roller to maximize paving fabric contact with the pavement surface
12578.7
818118
65.04
TACK COAT & MIX SEAL SURFACING
-
-
-
Tack Coat - Providing and applying tack coat with bitumen emulsion (Packed 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
12578.7
214341
17.04
Mix Seal Surfacing - Mechanical Means - Type A - Providing, laying and rolling of close-graded premix carpet of 25mm thickness composed of 11.2mm to 0.9mm (Type-A) aggregates either using penetration grade bitumen 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 as per technical specification clause 509- Using BitumenPackedS-65 & 7% Shredded waste plastic by Mechanical Means
12578.7
3240901
257.65
CD WORKS
-
-
-
Dismantling of structures- 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 - Cement Concrete (PCC) - By Mechanical Means
7.8
4951
634.76
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 and stacking serviceable material with all lift and lead of 1000m as per technical specification Clause 202.1 - Rubble Stone Masonry in Cement Mortar
42.68
25384
594.77
Dismantling of structures- 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 - Reinforced Cement Concrete (RCC) - By Mechanical Means
18.22
23661
1298.66
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
232.88
167245
718.16
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.
12
31976
2664.67
Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
192
61274
319.14
DR PACKING Under foundation - 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.
18.9
51319
2715.31
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
8.93
69551
7792.83
PCC Grade M 15 - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:2.5:5
29.98
228397
7617.3
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
123.74
996932
8056.74
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
5.06
40390
7977.65
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
3
27253
9084.38
R.C.C grade M 25 Parapet,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 25Nominal Mix 1:2:4
36.43
379024
10405.62
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
3971
339758
85.56
Supplying, fitting and placing TMT bar reinforcement in substructure - complete as per drawings and technical specifications Clauses 1002, 1005,1010 and 1202
300
24897
82.99
PVC WHEEP HOLES - Providing weep holes using 75mm dia PVC pipes 4 kg/sq cm including cost of material , labour charges etc. complete
96.5
13370
138.55
Backfilling with granular material - Backfilling behind abutment, wing wall and return wall complete as per drawings &
technical specification Clause 1204.3.8
36.77
100581
2735.57
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
51.3
9027
175.98
PROTECTION WORKS
-
-
-
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.
101.85
73144
718.16
DR with Departmental Stone - DRY RUBBLE MASONRY _ Dry rubble 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
32.01
46051
1438.65
DRY RUBBLE MASONRY _ 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
299.36
1088853
3637.27
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-intermediate belt
3.45
31341
9084.38
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
1.6
12468
7792.82
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
4.32
35841
8296.74
Supplying, fitting, and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
172.5
14315
82.99
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.
193
382244
1980.54
Boundary stone- 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
40
38470
961.75
DRAIN WORKS
-
-
-
Excavation in roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead up to 50m as per technicalspecification clause302.3 For Foundation
236.18
169615
718.16
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M-10)
33.74
262930
7792.83
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC Grade M-15
198.6
1600068
8056.74
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC Grade M-20
9.14
72915
7977.65
V CUT DRAIN WORKS
-
-
-
Vdrain-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
199.5
6788
34.03
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M-10)
133
1036446
7792.83
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC Grade M-15
79.8
642927
8056.74
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC Grade M-20
53.2
424410
7977.65
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
8.64
78489
9084.38
RCC Grade M 25 - Providing and laying reinforced cement concrete in superstructure complete as per drawings and technical specifications Clause 800, 1205.4 and 1205.5 -upto 5.00mtr Height
5.18
53942
10405.62
providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. 300 mm dia R.C.C. pipe
50
33980
679.61
Supplying, fitting and placing TMT bar reinforcement in substructure - complete as per drawings and technical specifications Clauses 1002, 1005,1010 and 1202
679.61
56400
82.99
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
673.92
57660
85.56
EARTHEN DRAIN
-
-
-
Surface Drains in Soil - Construction of unlined surface drains of average cross sectional area 0.40 sqm 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
1300
233402
179.54
Engaging man masoor spl/masdoor for cleaning waste,debris,silt etc,from the existingdrain,culvert including lifting and replacing covering slab ,foot slab etc,to lines and levels
50
42983
859.67
TRAFFIC SIGNS, MARKINGS AND OTHER APPURTENANCES
-
-
-
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
17216
17216.3
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
23409
23409.07
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
23409
23409.07
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
3
17962
5987.62
Traffic Signs- Semi-reflective Traffic Signs - Providing and fixing ofsemi -reflective cautionary, mandatory and informatory sign asper IRC:67 made of 1.5mm thick MS sheet duly stove white colour in front and gray colour in back with red reflective border of 65mm width and required letters and figures with reflective tape engineering grade as per clause 1701.2.3, of MoRD for rural roads of required shade and colour supported and welded on 47mmx47mmx12 SWG sheet tube firmly fixed to the ground by mean 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 1701.2.2- 600mm equilateral triangle board
72
201686
2801.2
Traffic Signs- Retro-reflective Object hazard marker of 300mm x 900mm size - Providing and fixing of retro-reflectorised Object hazard marker sign 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 300mm x 300mm x 450 mm, 450 mm below ground level as per drawings and Technical Specification Clause 1701
30
79971
2665.72
Traffic Signs- Retro-reflective Single Chevron of 50cm x 60cm size - Providing and fixing of retro-reflectorised Object hazard marker sign 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
20
88654
4432.71
Road Markers / Road Studs with lens reflector- Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973
71
13306
187.42
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
13601
3400.44
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 - 200m stone (pre-cast)
13
11941
918.61
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
593
711
1.2
Total Construction cost
11067.1
25098190
0.74
Maintenance for 5 years
-
-
-
Maintenance for first Year after completion
3220
158119
1
Maintenance for second Year after completion
3220
180707
1
Maintenance for third Year after completion
3220
225884
1
Maintenance for fourth Year after completion
3220
677651
1
Maintenance for fifth Year after completion
3220
1016477
1
Total Maintenance cost
3220
2258838
1
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