Kerala State Rural Roads Development Agency Tender
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Kerala State Rural Roads Development Agency - KSRRDA Tender
Eprocure
Opening Date30 Oct 2021
Closing Date9 Nov 2021
Tender Amount₹ 2,37,50,294
Costs
EMD
Refer DocumentsDocument Cost
₹ 7,500Tender Fee
Refer Documents
Summary
Kr1392 Mrl01-elavallippara Janasakthi Kakkassery Road
Description
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Contact
Tender Id
2021_KSRD_113796_113Bid Award Id
ViewTender No
No.04/3413/B/2019Tender 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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DISMANTLING & SCARIFYING
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(A) 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
19.2
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393.61
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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
9.6
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498.69
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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
8.64
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969.74
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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
13450.4
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4.91
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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
993.14
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262.16
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EARTHWORK
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Lime Stabilization for Improve Sub-grade- By Mechanicall Means - Laying and spreading available soil in the subgrade on a prepared surface, pulverising, mixing and spreading soil in place with rotovator with 2 percent slaked lime having minimum 70 percent of contents of CaO, grading with motor grader and compacting with smooth wheeled road roller at OMC to the desired density to form a layer of improved subgrade as per technical specification Clause 403 ( The exact quantity of lime shall be as per design )
3539.3
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247.24
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Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
201.83
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47.25
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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
807.5
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29.05
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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
1746.5
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42.57
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Construction of embankment with material obtained from Borrow Pits - Construction of embankment with approved material deposited at site from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 as per technical specification Clause 301.5
590.45
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384.07
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GSB, WBM
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GSB in 4.05 m width(item will be executed by meterial obtained from dismantling of flexible pavement) Rates will be excluding meterial (reuse dismantled quantity 75%)
744.86
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186.44
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Granular Sub-base with Well Graded Material (Table 400.1)
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. (For Grading II Material)
742.02
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2619.95
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WBM II 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.
1148.33
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3488.78
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WBM III 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.
1148.33
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3526.81
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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
15393.61
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66.86
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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
15393.61
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12.86
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Plastic roads- Packed Bitumen Rate 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen and Shredded Plastic. Providing, laying and rolling of opengraded 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, using HM Plant attached with open pugmilll.Heating of aggregate at 150 degree Celsius to 170 degree Celsius, then transferring the hot aggregate to pugmill and add shredded plastic @10.22 kg/100m2 mixing well to form a uniform thin layer of plastic over - hot aggregate and adding hot bitumen (150 to 165 degree Celsius) @ 13.578 Kg/10m2 and mix well, 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 Bulk (II) Bitumen (S-65)
15393.61
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164.74
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Seal Coat - Manual Means - Type C - Bitumen S-65
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)
15393.61
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64.34
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CD WORK
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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.
216
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457.81
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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
39.2
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6974.53
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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
45.98
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7244.54
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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
7.5
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8294.5
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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
1.69
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7282.94
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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-Parapet
4.48
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9599.7
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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
13.5
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9599.7
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Supplying, fitting and placing TMT bar reinforcement in substructure - complete as per drawings and technical specifications Clauses 1002, 1005,1010 and 1202 for bed block
750
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64
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Supplying, fitting and placing TMT bar reinforcement in superstructure - complete as per drawings and technical specifications Clauses 1002, 1010 and 1202 for parapet
1681.6
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65.69
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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
133.76
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125.95
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PVC WHEEP HOLES - Providing weep holes using 75mm dia PVC pipes 4 kg/sq cm including cost of material , labour charges etc. complete
38.5
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109.7
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Sign Boards & KM Stones
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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
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0.8
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Supplying and fixing fabricated sign board of size 90x25cm and logo of size 60x60cm at start ,second km,fourth km and the end 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 (extra 2 nos fro intersection of PWD roads)
5
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5280.12
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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
40
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2534.37
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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
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14691.84
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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
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19304.04
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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 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
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19304.04
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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
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3718.13
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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
12
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2282.8
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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
56
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183.44
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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
4
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2799.55
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Hecto metre Stone- Reinforced cement concrete M15 grade Hecto metre 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)
16
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723.81
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Protection Work
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Supplying and fixing M15 guard stone of size 1.2 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
12
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1606.94
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Supply 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 complte
50
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771.12
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Engaging man masdoor ,spl/masdoor for cleaning waste,debris ,silt etc,from the existing drain culvert including lifting and replacing covering slab,foot slab etc to lines and levels- Masdoor skilled
25
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606.09
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Engaging man masdoor ,spl/masdoor for cleaning waste,debris ,silt etc,from the existing drain culvert including lifting and replacing covering slab,foot slab etc to lines and levels- Masdoor Unskilled
24
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548.01
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Side Drains
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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
561.05
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457.81
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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
75.43
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6974.53
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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
250.25
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7244.54
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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
22.04
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7282.94
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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
8
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9028.35
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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
3.89
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8294.5
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
330.48
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64
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V Drains
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-
-
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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
89.55
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29.05
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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
59.7
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6974.53
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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
32.1
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7244.54
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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
21.4
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7282.94
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EARTHEN DRAIN
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-
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Surface Drains in Soil - Construction of unlined surface drains of average cross sectional area 0.20sqm 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
674
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114.45
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Total Construction cost
11067.1
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0.74
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Maintenance for 5 years
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-
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Maintenance for first Year after completion
3956
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1
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Maintenance for second Year after completion
3956
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1
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Maintenance for third Year after completion
3956
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1
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Maintenance for fourth Year after completion
3956
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1
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Maintenance for fifth Year after completion
3956
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1
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Total Maintenance cost
3956
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1
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