Kerala State Rural Roads Development Agency Tender
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Kerala State Rural Roads Development Agency - KSRRDA Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date26 Oct 2024
Closing Date18 Nov 2024
Tender Amount₹ 7,02,98,322
Costs
EMD
₹ 2,00,000Document Cost
₹ 11,025Tender Fee
Refer Documents
Summary
Kr0770b Puthoor Kadavu Bridge Across Manimala River In Mrl26-plackapady Vellavoor Niranani Ollomana
Description
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Contact
Tender Id
2024_KSRD_136882_5Tender 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
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 : Hard Rock ( Blasting Prohibited) : Upto 3 m depth including 1.5m depth in hard rock
72.58
872
63292.66
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 comple
1060
2856
3027805.2
DOWEL BARS - Supplying and providing MS dowel bars of size 25mm dia 2.0 m long (1.0 m in rock and 1.0 m in concrete) including drilling holes of 30mm dia and filling the gap with cement grout (0.50kg/Each) etc complete with Epoxy paint
114
850
96907.98
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
3760
342
1287687.2
Providing steel liner 10mm thick for curbs and 6mm thick for steining of wells includingfabricating and setting out as per detailed drawing (supplying conveying, fabricating, casing pipe 1200mm dia6mm thick MS plate used for cast in situ pile and errecting at site in lines and levels and driven down into arequired depth including cost and conveyance of all materials, all fabrication charges with all leads and lifts etc.complete according to the specification and as directed by the departmental officers
5.68
111970
635992.78
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-1200 mm
40
14131
565268.8
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-1000 mm
121
10813
1308456.49
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
32.24
7677
247560.4
Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specifications RCC Grade M35 - Using Batching Plant,Transit Mixer and conrete pump
372.31
7687
2862136.85
Furnishing and Placing RCC/PSC Grade M35 Using Concrete Mixer in super-structure as per drawing and Technical Specification
36.12
8527
307995.24
Supplying, fitting and placing TMT bar reinforcement in foundation - complete as per drawings and technical specifications Clauses 1000 and 1202
95540.82
88
8472559.92
PVC WHEEP HOLES - Providing weep holes using 75mm dia PVC pipes 4 kg/sq cm including cost of material , labour charges etc. complete
7.2
147
1064.16
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M35 - With Batching Plant, Transit Mixer and Concrete Pump - Height up to 5m
90.14
8205
739645.57
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M35 - With Batching Plant, Transit Mixer and Concrete Pump - Height 5m to 10 m
.
24.76
8356
206910.9
Supplying, fitting and placing TMT bar reinforcement in substructure - complete as per drawings and technical specifications Clauses 1002, 1005,1010 and 1202
30205.31
89
2690689.01
"Furnishing and Placing PSC Grade M40 Using Concrete Mixer as per drawing and Technical Specification. For solid slab super-structure - Height 5 to 10m
234.33
9965
2335154.69
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specification
15
144578
2168673.3
"Furnishing and Placing PSC Grade M40 Using Concrete Mixer as per drawing and Technical Specification. For solid slab super-structure - Height 5 to 10m
210.12
9986
2098266.72
Furnishing and Placing RCC/PSC Grade M35 Using Concrete Mixer in super-structure as per drawing and Technical Specification
110.48
8527
942062.96
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.for RCC M-35
34.79
12443
432915.98
Supplying, fitting and placing TMT bar reinforcement in substructure - complete as per drawings and technical specifications Clauses 1002, 1010 and 120
88948.22
91
8169004.34
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification
22.48
3286
73887.04
Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 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
42.25
9812
414578.97
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.
56.1
15555
872647.84
Drainage Spouts complete as per drawing and Technical specification
44
4361
191908.64
Chequerred precast cement concrete tiles 22 mm thick in footpath jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand)
306
1176
359941.68
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
504.94
188
95383.17
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
5305.2
219
1166931.79
Providing Bearing (Elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation,)
22
12000
264000
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
324
2732
885274.92
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 with out 40mm broken stone.
54
8348
450832.5
FORMING APPROACHES
-
-
-
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
95.55
770
73653.76
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
23.89
7841
187337.74
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
858.56
3660
3142389.7
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
14.4
8107
116744.4
RCC Grade M 20 - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203-
29.25
8656
253216.96
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 with out 40mm broken stone.
6.5
8348
54266.88
Supplying, fitting and placing TMT bar reinforcement in foundation - complete as per drawings and technical specifications Clauses 1000 and 1202
2047.5
88
181572.3
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).
935.97
474
444379.84
Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.
549.25
41
22662.06
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
109.85
2988
328239.49
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
76.7
3336
255938.7
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
357.5
78
28103.08
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
357.5
17
6095.38
Bituminous Macadam - Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 using bitumen S-65 Bulk
35.75
8621
308220.06
Tack Coat - Providing and applying tack coat with bitumen emulsion (Packed RS-1) using emulsion distributor at a rate of 0.2 - 0.25 kg/sqm on the prepared bituminus surface treated with primer & cleaned with Hydraulic broom as per technical specification clause 503
357.5
14
5087.23
Bituminous Concrete - Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder(S-65) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respectsGrading - II (13.2 mm Nominal Size) Using Bulk Bitumen S-65
10.73
11718
125744.33
Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground 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 space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 811
130
4892
636013.3
PVC WHEEP HOLES - Providing weep holes using 75mm dia PVC pipes 4 kg/sq cm including cost of material , labour charges etc. complete
72
147
10641.6
ROAD SAFETY
-
-
-
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.
2
18291
36582.08
Painting Lines, dashes, Arrows etc on Road in two coats on new work - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Over 10 cm in width
23.4
507
11882.99
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
2
24784
49568.98
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
6341
12683.28
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 equilateral triangle board
8
4079
32637.2
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
6
4686
28117.26
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
4
2832
11331.48
Traffic Signs- Direction and place identification sign with size more than 0.90 sqm - 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.
3.6
8786
31633.02
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
296
201
59546.32
RIVER TRAINING WORKS
-
-
-
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.
168
2856
479878.56
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
96
342
32877.12
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
240
770
185001.6
DOWEL BARS - Supplying and providing MS dowel bars of size 25mm dia 2.0 m long (1.0 m in rock and 1.0 m in concrete)
including drilling holes of 30mm dia and filling the gap with cement grout (0.50kg/Each) etc complete
2224
850
1890555.68
RCC Grade M 20 - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical
specifications Clause 802, 803, 1202 & 1203-
80
8656
692559.2
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 diameter2.7/3.7mm, 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.
3400
4203
14291560
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)
1200
474
569736
Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the
embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water
without creating any uplift head on the pitching.
1080
41
44560.8
PROVIDING ENTRANCE GATE AND ELECTRIC LAMP POST
-
-
-
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
6.4
770
4933.38
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
1.6
7665
12264.05
RCC Grade M 20 - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical
specifications Clause 802, 803, 1202 & 1203-
3.89
8656
33675.69
Supplying, fitting and placing TMT bar reinforcement in foundation - complete as per drawings and technical specifications
Clauses 1000 and 1202
200
88
17736
RCC Grade M 20 - Providing and laying reinforced cement concrete in superstructure complete as per drawings and technical
specifications Clause 800, 1205.4 and 1205.5 for Nominal Mix 1:2:4
10.34
9988
103284.61
Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:4 (1 cement : 4 coarse sand)
1.95
7959
15521.34
12 mm cement plaster finished with a floating coat of neat cement of mix: 1:3 ( 1 cement : 3 fine sand)
606
425
257853
Supplying, fitting and placing TMT bar reinforcement in substructure - complete as per drawings and technical specifications
Clauses 1002, 1010 and 1202
516.8
91
47462.91
supplying and fixing in position cast iron based premium decorative poles with LED powered decorative post top lantern pole
height 2.5cm including wiring etc. Complete as directed by the department officers at site
16
26000
416000
LOAD TESTING
-
-
-
Conducting load test after completeing bridge construction as per directions of departmental officers. Loading with water and
using multi axle truck for five days, dewatering etc. Setting platform and staging area, fixing dial gauges, recording of readings by
Engaging technicans in 3 shifts for four days to take dial gauge readings including night over time work 4x3 = 12 days and
Analysis of reading and recommendations with report etc (As per IRC : SP 51)
1
380000
380000
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. 20.6.2.2 Routine test for pile
3
161794
485382.27
Integrity testing of piles using low strain /sonic integrity test /sonic ecco test method accordance with IS14893 including surface preparation of pile top by removing soil, mud, dust and chipping lean concrete lumps etc. and use of computerized equipment and high skilled trained personal for conducting the tests and submission of result, all complete as per directions of engineer in charge .
12
1160
13925.64
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