Kerala State Rural Roads Development Agency Tender

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Kerala State Rural Roads Development Agency - KSRRDA Tender

Works
Eprocure
Opening Date30 Nov 2024
Closing Date9 Dec 2024
Tender Amount₹ 5,94,55,053 
Notes
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Costs

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BOQ Items

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2.14.2.A 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.

44.63

372

16612.18

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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.

262.5

6

1622.25

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Pavement component

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-

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3.4 Construction of embankment with material obtained from Private land 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 - (Contractors own earth).

697.58

445

310499.83

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3.14 Construction of Subgrade and Earthen Shoulder - Construction of of subgrade and earthen shoulders with approved material obtained from private borrow pits with all leads and lifts transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 with lead upto 1000m as per technical specification Clause 303.1.

144

435

62720.64

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4.1.A.1 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.

25.48

2988

76136.02

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4.1.A.1 Modified 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 - Using Departmental Material.

33.47

215

7214.46

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4.9 Wet Mix macadam - Providing, laying, spreading and compacting stone aggregates of specified sizes to wet mix macadam at OMC in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform thickness in sub-base / base course on a well prepared sub-base and compacting with smooth three wheel 80-100 kN static roller to achieve the desired density including lighting, barricading and maintenance of diversion etc as per table 400.11 & 400.12 and as per technical specification Clause 406.

90.01

3336

300352.57

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5.1.1 Pb 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 - 1.00 kg/sqm using mechanical means as per technical specification clause 502.

600

78

47166

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5.2.3pb 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.

600

17

10230

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5.9.1.2pb 20mm thick open graded premix carpet using bituminous binder S-65 Packed - 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 - By Manual Means

600

196

118110

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5.12.3.2pb 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 S-65 Packed

600

83

50052

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TRAFFIC SIGNS, MARKINGS AND OTHER APPURTENANCES

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-

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10.2.A.2.1 Retro - Reflective Traffic Signs - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory 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 - 900mm equilateral triangle board.

4

4425

17700.2

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10.2.A.2.4 Traffic Signs - Retro-Reflective Traffic Signs - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory 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 - 800mm x 600mm rectangular board.

4

4991

19965.2

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10.2.A.2.3 Traffic Signs- Retro-reflective Traffic Signs - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory 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 - 600mm circular board

4

4133

16532.84

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10.3.A.2 Traffic Signs - Direction and place identification sign upto 0.90 sqm 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, 2 mm 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 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701.

5

7503

37515.05

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10.2.A.2.7 Traffic Signs - Retro-reflective Traffic Signs - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory 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- 900mm sides octogonal board.

1

5827

5827.62

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OD.10.1 MoRTH 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.

8

2676

21415.76

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10.5 Painting Two coats on New Concrete Surfaces - 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.

379.98

177

67290.66

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10.16 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

17281

17281.16

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10.16 OD 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

23664

23664.55

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OD 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

6011

12023.88

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10.10.2 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).

1

3501

3501.16

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10.10.3 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).

1

938

938.85

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Bridge Works

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-

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OD60.1.1 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.

258

2677

690893.04

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OD60.2.2 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.

3000

321

963180

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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 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.

768.49

722

555356.98

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OD 60.3 Bored cast - in-situ M35 grade RCC pile using matching plant, Transit Mixer and concrete excluding reinforcement complete as per drawing and Technical Specification Pile diameter 1200 mm.

364

14984

5454394.4

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11.8 Supplying, fitting and placing TMT bar reinforcement in foundation - complete as per drawings and technical specifications Clauses 1000 and 1202.

147520

88

13059945.6

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OD20.6.3.2 Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge. Group of two or more piles upto required tonne capacity as per requirement-Routine test

1

49270

49270.59

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OD20.9 Integrity testing of pile using Low Strain / Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. Note:- The inclusion of the above item in the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project--Routine test

28

1112

31139.36

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11.4.3.1 PCC Grade M 20 - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 - Nominal mix 1:2:4

34.75

8323

289239.54

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11.4.5 modified RCC Grade M 30 - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.

446.4

9113

4068150.34

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12.5.6 modified RCC Grade M 30 - Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 - upto 5.00m height.

167.11

9662

1614655.26

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12.7 Supplying, fitting and placing TMT bar reinforcement in substructure - complete as per drawings and technical specifications Clauses 1002, 1005,1010 and 1202.

30011.2

83

2506235.31

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13.1.2 modified RCC Grade M 30 - Providing and laying reinforced cement concrete in superstructure complete as per drawings and technical specifications Clause 800, 1205.4 and 1205.5 - Above 5.00m upto 10.00mtr Height.

43.26

10979

474986.15

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13.1.2 modified RCC Grade M 35 - Providing and laying reinforced cement concrete in superstructure complete as per drawings and technical specifications Clause 800, 1205.4 and 1205.5 - Above 5.00m upto 10.00mtr Height.

488.12

11135

5435505.56

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13.3 Supplying, fitting and placing TMT bar reinforcement in substructure - complete as per drawings and technical specifications Clauses 1002, 1010 and 1202.

132845.25

91

12180580.97

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OD PVC WHEEP HOLES - Providing weep holes using 75mm dia PVC pipes 4 kg/sq cm including cost of material, labour charges etc. complete.

130

138

18014.1

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11.4.3.1 modified 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.

49.5

8367

414195.21

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13.6 Construction of RCC railing of M25 grade in cast-in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specification clauses 800, 900 and 1208.3.

180

3508

631569.6

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13.14 MoRTH Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

372000

-

360840

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14.2 MoRTH Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation and clause 2606 of MoRTH specifications for road & bridge works.

51

15395

785181.21

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Load Testing Over Deck Slab Loading and testing as per IRC SP 51 compling specification as per prevailing indian standard code IRC SP-051:2014 for bridge load testing

1

620253

620253.12

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PROTECTION WORKS

-

-

-

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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 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.

283

722

204512.78

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DSR 16.95 Providing & making Gabion structure with Mechanically woven double twisted hexagonal shaped Wire mesh gabion boxes as per IS 16014:2012,MORTH clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter 2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge.

295

4430

1306938.5

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OD60.7.2 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.

213

2732

581986.29

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OD 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.

600

3660

2196042

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12.5.5 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.

112.5

9142

1028507.63

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12.7 Supplying, fitting and placing TMT bar reinforcement in substructure - Complete as per drawings and technical specifications Clauses 1002, 1005,1010 and 1202.

10125

83

845538.75

... More
11.4.3.1 modified 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

8367

33470.32

... More
OD 8.23A MoRTH Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3.

100

3415

341533

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Mod 10.11 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.

33

2025

66849.75

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DRAIN WORKS

-

-

-

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11.1.1.1.1 Excavation for Structures - Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring 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.

171

722

123574.86

... More
11.4.1.1 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.

19

7946

150978.18

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12.5.1 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.

55.58

8159

453511.68

... More
11.4.3.1 modified 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.

5.23

8367

43762.44

... More
12.5.5 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.

3.3

9142

30169.56

... More
12.7 Supplying, fitting and placing TMT bar reinforcement in substructure - complete as per drawings and technical specifications Clauses 1002, 1005,1010 and 1202.

330

83

27558.3



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