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 Date26 Oct 2024
Closing Date11 Nov 2024
Tender Amount₹ 1,65,15,615
Costs
EMD
₹ 50,000Document Cost
₹ 5,515Tender Fee
Refer Documents
Summary
Kr0745 Ml01-poovarani Ambalam Phsc
Description
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Contact
Tender Id
2024_KSRD_136882_7Tender No
No.03/3414/2024-25/CE-KSRRDATender Authority
Kerala State Rural Roads Development Agency ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
BOQ Items
3.2
Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road
surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
1878
9
18554.64
3.3
Construction of Embankment with Material Obtained from Roadway Cutting 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 TechnicalSpecification Clause 301.5
581.99
51
29972.49
OD374964/2023-2024
Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in
Place Method <br> 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 rotavator at OMC, and compacting with smooth wheel
roller to achieve the desired density, complete as per Technical Specification Clause
401. <br> (i) For Grading I Material USING DEPARTMENTAL MATERIALS
35.03
229
8040.44
4.1.A.1
Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place
Method 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 rotavator at OMC, and compacting with smooth wheel roller to
achieve the desired density, complete as per Technical Specification Clause 401. (i)
For Grading I Material
622.89
2988
1861244.9
4.7.2.A
Water Bound Macadam Sub-base/base 2) WBM Grading 2 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. (A) By Mannual Means
363.81
3556
1293697.77
4.7.3.A
Water Bound Macadam Sub-base/base 3) WBM Grading 3 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. (A) By Mannual Means
363.81
3921
1426512.43
75.5.1.1pb
Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying
primer coat with bitumen emulsion (SS-1) 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
7048.62
78
554091.63
75.5.2.2pb
Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with
Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per
sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broomas per Technical Specification Clause 503.
7048.62
17
120178.89
75.5.9.1.2pb
20mm thick Open-Graded Premix Carpet using Bituminous (penetration
grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing,
laying and rolling of open-graded premix 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 either Type A or Type B or Type C as per Technical Specification Clause 508.
Case - I By Manual Means (II) Bitumen (S-65)
7048.62
195
1379766.39
75.5.12.A.3.2pb
Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates
Providing and laying seal coat sealing the voids in a bituminous surface laid to the
specified levels, grade and cross fall using Type A, Type B and Type C as per
Technical Specification Clause 510 A. By Manual Means Case III : Type C (II)
Bitumen (S-65)
7048.62
82
584541.64
CD WORKS
-
-
-
11.1.1.1
Excavation for Structures Earthwork in excavation for structures as per drawing and
technical specifications Clause 305.1 including setting out, construction of shoring andbracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling
26.12
769
20101.68
11.4.1.1
Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade
M 10 (i) Nominal mix 1:3:6
7.15
7841
56036.65
12.5.1.1
Plain/reinforced cement concrete in substructure complete as per drawings and
technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height
upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
75.03
8107
608262.65
11.4.4
Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C gradeM 20
6.12
8642
52893.45
13.1.1.1
Providing and laying reinforced cement concrete in superstructure as per drawing andtechnical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) Fornominal mix 1:2:4
.
3.06
9972
30515.45
12.5.3
Plain/reinforced cement concrete in substructure complete as per drawings and
technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height
upto 5 m III. R.C.C grade M 20
4.82
9141
44042.93
13.1.2
Providing and laying reinforced cement concrete in superstructure as per drawing andtechnical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25
36.3
10470
380071.28
13.1.3
Providing and laying reinforced cement concrete in superstructure as per drawing andtechnical specifications Clauses 800, 1205.4 and 1205.5 R.C.C Grade M 30
9.6
10769
103391.23
13.3
Supplying, fitting and placing TMT bar reinforcement in superstructure complete as
per drawing and technical specifications Clauses 1002,1010 and 1202
7.98
91689
731312.34
12.3
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per
technical specification Clauses 613.4 & 1204
45.12
324
14624.75
60.6
PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working
pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc.
complete.
58
112
6541.82
13.37.1
White washing with lime to give an even shade:New work (three or more coats)
96.65
33
3266.77
PROTECTION WORKS
-
-
-
11.1.1.1
Excavation for Structures Earthwork in excavation for structures as per drawing and
technical specifications Clause 305.1 including setting out, construction of shoring andbracing, removal of stumps and other deleterious material and disposal upto a lead of50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. I. Ordinary soil (i) Upto 3 m depth
64.77
769
49842.09
12.7
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure
complete as per drawings and technical specification Clauses 1002, 1005, 1010 &
1202
0.61
88932
54426.54
OD387515/2023-2024
11.4.3.1 od 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
6.79
8263
56097.57
11.6.3.2
Stone masonry work in cement mortar in foundation complete as per drawing and
technical specifications Clauses 702, 704, 1202 & 1203. III. Random Rubble Masonry
(ii) In cement mortar 1:4
30.4
8138
247410.4
12.5.3
Plain/reinforced cement concrete in substructure complete as per drawings and
technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height
upto 5 m III. R.C.C grade M 20
5.1
9141
46620.78
OD375297/2023-2024
GUARD STONE<br> Reinforced cement concrete M15 grade boundary
pillars/local stone of size 20X20X120cm as per IRC:25, fixed in position including
finishing and lettering but excluding painting as per drawing and Technical
Specification Clause 1704
50
2033
101687.5
60.7.1
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
321.24
3513
1128631.77
SIDE DRAIN
-
-
-
11.4.1.1
Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade
M 10 (i) Nominal mix 1:3:6
133.91
7841
1050079.37
OD375309/2023-2024
11.4.3.1 od 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
81.2
8027
651846.8
ROAD FURNITURE
-
-
-
Providing and Fixing 'Logo' of PMGSY Project Providing and fixing of typical
PMGSY informatory sign board with Logo as per MORD specifications and drawing.
10.16 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 450mmx 600mm, 600mm below ground level. The top most diamond plate will be welded tomiddle 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 withready 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
18044
18044.58
OD375346/2023-2024 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 boardsof 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
1
24474
24474.77
OD375352/2023-2024 Providing and Fixing typical PMGSY Citizen 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 boardsof 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 citizen information board
1
24474
24474.77
OD375370/2023-2024
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
6
5906
35436.18
10.2.A.2.1
Traffic Signs A. Retro-reflectorised Traffic Signs 2 Providing and fixing of retroreflectorised 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, 1.5 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 450 mm x
450 mm x 600 mm, 600 mm below ground level as per drawings and Technical
Specification Clause 1701 1 900 mm Equilateral Triangle
16
4425
70800.8
10.10.2 Kilometre Stone Kilometre Stone Reinforced cement concrete M15 grade kilometre
stone/local stone of standard design as per IRC:8 fixing in position including painting
and printing, etc as per drawing and Technical Specification Clause 1703 2 Ordinary
Kilometer Stone (Precast)
3
3501
10503.48
10.10.3
Kilometre Stone Kilometre StoneReinforced cement concrete M15 grade kilometre
stone/local stone of standard design as per IRC:8 fixing in position including painting
and printing, etc as per drawing and Technical Specification Clause 1703 iii) 200 m
stone (precast)
8
959
7672.64
10.1.2
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 an even
shade as per drawings and Technical Specification Clause 1701 English and Roman
1121
1
1457.3
EXTRA ITEMS
-
-
-
OD376923/2023-2024
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.
16
1534
24552.64
OD376963/2023-2024 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
40
381
15256
OD376856/2023-2024
OD 60.64.1COCONUT PILES- Supplying and stacking well matured straight coconut
posts for driving down through various strata below bed level including, cost
conveyance etc. completeh.
555
127
70912.35
OD376857/2023-2024
Coconut Pile - Driving down coconut pile to lines and levels through variuos strata
including all hire charges and labour for fixing , staging platform and all other
appliances necessary for pile driving down after pointing the bottom end
555
1107
614534.85
60.7.2
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.
55.58
2622
145775.78
OD376376/2023-2024
Supplying and spreading 75 to 100 mm coarse aggregate for flexible stone mat
4.47
4146
18534.81
OD376374/2023-2024
Supplying and spreading 40 mm coarse aggregate for flexible stone mat
4.44
4025
17874.11
3.4
Construction of Embankment with Material Obtained from Borrow Pits 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
1487.35
474
705003.9
OD376351/2023-2024
haulage of mateials (earth obtained from borrow pit)
10411.45
1
18532.38
RECTIFICATION
-
-
-
3.15.1Compacting Original Ground (i) Compacting original ground supporting
embankment Loosening, Levelling and Compacting original ground supporting
embankment to facilitate placement of first layer of embankment, scarified to a depth
of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve
minimum dry density as given in Tables 300.1 and 300.2 for embankment construction
as per Technical Specification Clause 301.4.1.
1417.5
14
20057.63
4.7.2.A
Water Bound Macadam Sub-base/base 2) WBM Grading 2 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. (A) By Manual Means
8.25
3556
29337.08
4.7.3.A
Water Bound Macadam Sub-base/base 3) WBM Grading 3 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. (A) By Manual Means
16.69
3921
65434.98
75.5.2.1pb
Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with
Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per
sqm on the prepared bituminous surface cleaned with Hydraulic broom as per
Technical Specification Clause 503.
1631.25
14
23212.69
75.5.9.1.2pb
20mm thick Open-Graded Premix Carpet using Bituminous (penetration
grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing,
laying and rolling of open-graded premix 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 either Type A or Type B or Type C as per Technical Specification Clause 508.
Case - I By Manual Means (II) Bitumen (S-65)
1631.25
195
319317.19
75.5.12.A.3.2pb
Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates
Providing and laying seal coat sealing the voids in a bituminous surface laid to the
specified levels, grade and cross fall using Type A, Type B and Type C as per
Technical Specification Clause 510 A. By Manual Means Case III : Type C (II)
Bitumen (S-65)
1631.25
82
135279.56
Total Construction cost
11067.1
-
15151940
Maintenance for 5 years
-
-
-
Maintenance for first Year after completion
2095
1
95457.22
Maintenance for second Year after completion
2095
1
109093.97
Maintenance for third Year after completion
2095
1
136367.46
Maintenance for fourth Year after completion
2095
1
409102.38
Maintenance for fifth Year after completion
2095
1
613653.57
Total Maintenance cost
2095
1
1363675
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