Sundarban Affairs Department Tender
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Sundarban Affairs Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date13 Aug 2024
Closing Date3 Sep 2024
Tender Amount₹ 4,08,66,881
Costs
EMD
₹ 8,17,338Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_SAD_733064_1Bid Award Id
ViewTender No
WBSDB/EE/CEDII/NIT04(e)2024-25Tender Authority
Sundarban Affairs Department ViewPurchaser Address
-Website
http://wbtenders.gov.in
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BOQ Items
(c) 100 mm. diameter pile.
132
15206
115.2
Coal tarring on wooden surfaces including cost of materials. a) Double coat.
975.15
42126
43.2
Joining Sal-bullah / Eucalyptus bullah pile of 20 cm. to 30 cm. diameter with half lap joints (lap length at least 90 cm long) with 3 nos. of collars made of 50 cm. x 6 mm. M.S. Flat, clamps, bolts and nuts and washers as per approved drawing and design.
92
58291
633.6
Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles.
a) 150 mm. diameter
269.87
34004
126
b) 200 mm. diameter
1376.95
196628
142.8
Labour for fitting and fixing 10 cm. to 13 cm. diameter Salbullah/ Eucalyptus-bullah as ties and runners including necessary nails, bolts and nuts.
132
3263
24.72
Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site (a) Width of thinner end above 10 cm. and less than 15 cm
(i) Jhaw / Eucalyptus.
1073
111592
104
Labour for fitting, fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete including cost of nails only complete as per direction of the Engineer-In-charge
Jhaw / Eucalyptus
a) Width of thinner end above 10 cm. and less than 15 cm.
1073
17168
16
Sal-wood work rough dressed in bridge floor fitted and fixed with patent or round headed nails including cost of materials and fittings .
9.26
690387
74580
Labour for Sal-wood work undressed in scantling in bridge floor, railing post, wheel guard including cost of supply of bolts, nuts, washers etc. as directed.
9.26
28260
3052.8
Dismantling Wood Work Wrought and Planed Fixed in Frames of Trusses upto a height of 5 m above Plinth Level as per Technical Specifications Clause 202 for Rural Roads of MORD.
11.57
5739
496
Taking out Sal-bullah / Eucalyptus piles from river bed or from elsewhere including carrying stacking materials in the nearest stack yard.
(a) Up to 17.5 cm. diameter
140.8
1994
14.16
(b) Above 17.5 cm. and up to 25 cm. diameter
718.41
12155
16.92
DISMANTLING & TEMPORARY ILANDING Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled
material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD.
I. By Manual Means
c) Reinforced Cement Concrete
20.24
20463
1011
Dismantling Steel Work in all Types of Sections upto a height of 5 m above Plinth Level excluding Cutting of rivet as per Technical Specifications Clause 202 for Rural Roads of MORD.
(a) Including dismembering
12
14892
1241
(c) Extra for cutting rivets
12
130
10.8
Construction of Temporary Island by construction of outer annular layer with two rows of bullahs, suitable spaced, of dia. not less than 150 mm, driven at least half of the total length, properly tied, braced and supported and filling the annular space with sand / soil filled bags, protected by drum sheet walling on both side and filling the core portion with locally available materials including the dismantling, removing and cleaning the site of the construction of main component of the structure.
II . Area of Island between 120 m² to 140 m²
b) Height upto 4.25 m.
4
2647680
661920
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.
a) Depth upto 3.0 metre
i) With pumping out water including shoring as required.
413.1
61469
148.8
Providing Bored Cast-in-situ R.C.C. (M35 Grade) pile in position as per specifications in all kinds of soil including cost of boring using drilling mud to stabilize the bore and flushing the bore of excess mud with freshly prepared drilling fluid by using pumps prior to placing concrete by tremie pipe in one continuous operation and including the cost of all materials and labour for placing of concrete and also including the cost of mobilization and hire charges of all equipment necessary for boring, welding of reinforcement cage as necessary and lowering of reinforcement cage, preparation and placing of concrete, including the cost of concrete but excluding the cost of reinforcement and labour for bending binding etc.
complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Work to be executed as per IS: 2911 (Part II Sec 2).
ii) 1000 dia , Using tripod, winches
534
4083578
7647.15
Providing MS casing pipe around RCC cast-in-situ bored piles of different diameters in position including cost of all materials, fabrication, handling etc. complete as per direction of Engineer-in-Charge.
59.66
4439544
74412.84
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 computerized equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge.
b) For Rest of South Zone & West Zone
24
25073
1044.72
Performing Vertical load test on single Pile in accordance with IS:2911(Part-IV) by hydraulic jacks on pile/piles with 1.5 times the design load including preparation of the head of piles with concrete of required strength for receiving the jacks with all ancillary arrangements for setting up gauges,construction of suitable platforms, keeping the loads and dismantling and removing all arrangement etc. complete as per IS specification and direction of Engineer-in-charge .
i) Testing load between 100 T and 150 T.
1
80640
80640
Performing Lateral load test on two piles or two groups of piles by introducing a hydraulic jack with gauge between two piles or pile groups under test by applying horizontal loads in increments of about 20% of the estimated safe load at each stage and applying the next increment after
the rate of displacement is nearer to 0.1 mm. per 30 minutes till the total displacement becomes, 12 mm at the cutoff level including the cost of arranging the entire set-up, hire charges of all implements including at least two dial gauges, preparing the pile head if necessary, and removal of all arrangement after completion etc. complete in all respect including cost of carriage of all materials and as per IS specification and direction of Engineer-in-charge.
1
32880
32880
Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in- Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement
a. PCC Grade M15 (Using conc mixer)
10.07
68373
6787.1
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.
(b) Where staging is not required.
7.32
1880
256.8
Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation ofbridges / culverts with graded stone chips of appropriatenominal sizes, including screening and cleaning of coarseaggregates, fine aggregate (sand) conforming to propergrading zone, both of approved quality and cement, asnecessary, cost of curing with water, including cost andcarriage of all materials and including preparation ofdesign mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc.including cost of formwork but excluding reinforcementcomplete as per drawing and technical specifications.
(i) RCC Grade M35 (Using Concrete Mixer )
94.17
782603
8310.53
Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical pecifications and direction of Engineer-in-charge.
77.04
5632340
73109.3
Reinforced Cement Concrete (M35) in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications.
a) Up to 5.0m height.
102.35
895184
8746.13
b) Above 5.0m and upto 10 m height.
25.59
227634
8896.13
Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and
direction of Engineer-in-charge.
17.58
1288067
73268.91
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and
ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-incharge.
346.49
574203
1657.2
Providing and laying of Filter media with granular materials / stone crushed aggregates / brick aggregates / river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H 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.
36.38
129547
3561.14
Providing weep holes in Brick masonry / Plain /Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
62
8556
138
SUPER - STRUCTURE WORKS Furnishing and Placing Reinforced Cement concrete (M35) in Super-structure with pakur coarse aggregates of appropriate nominal size and grading, fine aggregate (coarse sand) conforming to proper grading zone, both of approved quality and cement and admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete. as per drawing and technical specifications.
B. Using Conc mixer
i) For solid slab super-structure,
Height upto 5.0m
88.47
786359
8888.93
Above 5.0m and upto 10m height.
88.47
812580
9185.33
Supplying, fitting and placing HYSD bar reinforcement in Bridge Super-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications.
27.02
2009342
74370.51
Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved
a . PCC Grade M15 (Using conc mixer)
6.9
46824
6787.1
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.
(b) Where staging is not required.
4.88
1252
256.8
Furnishing and Placing Reinforced Cement concrete (M30) in Super-structure with pakur coarse aggregates of appropriate nominal size and grading, fine aggregate (coarse sand) conforming to proper grading zone, both of approved quality and cement and admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete. as per drawing and technical specifications.
B. Using Conc mixer
i) For solid slab super-structure (approach slab) Height up to 5.0m
Height upto 5.0m
19.74
182144
9227.13
Providing and laying of an elastomeric slab seal 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 specificatios to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation and as per Clause 2605 of Specifications for Road & Bridge works of MoRT&H (5th Revision).
I) For movement up to ± 16 mm - Type : m 32
35.2
929280
26400
Supplying, fitting and fixing in position true to line and level Sliding Plate bearing with Stainless steel Plate sliding on stainless steel plate with mild steel matrix complete including all accessories as per drawing and Technical Specifications.
3391.2
1139443
336
Drainage Spouts in Superstructure including providing drip mouldings and also including supplying, fitting and fixing approved type of materials complete as per drawing and Technical specification vide clause no. 2705 of MoRT&H’s Specification for Road & Bridge Works.
20
18792
939.6
Providing and laying Cement concrete Wearing coat M-30 grade with graded stone chips 19mm down including screening and cleaning approved stone chips and sand as necessary laying, finishing complete to camber and grade, curing with water, including cost and carriage of all
materials and hire charges for form work including reinforcement complete as per drawing and Technical Specifications vide clause no. 2702 of MoRT&H’s Specification for Road & Bridge Works.
17.7
198721
11227.2
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical pecifications.
249.6
549619
2202
Painting the vertical end faces of posts, wheel guards or railing or parapet with alternate bands of different colours as directed by the Engineer-in-charge with approved synthetic enamel paint.
227.32
22505
99
Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make
and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mending good damages if any during striking off shuttering, making hole in ground of
47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect.
with Pakur variety stone chips.
100
69800
698
Providing & laying Curtain wall (P.C.C. grade M-15) complete as per drawing and Technical specification
84.97
620158
7298.3
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.
II. Cement Concrete Blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15
144
1050955
7298.3
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.
187.68
507410
2703.65
ROAD WORKS 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 for Rural Roads of MORD. (Mode of measurement: pre works and post works)
793.8
75252
94.8
Construction of subgrade and earthen shoulders with approved material obtained from borrow areas with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD
(Borrowpit / pre work post work measurement)
45.2
9117
201.7
Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
Mix in place method
(i) GSB Grade-III (Drainage layer)
218
773226
3546.91
(Ii) GSB Grade-II
30.63
91497
2987.17
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement (M-30 Grade), thickness as per design, over a prepared sub base, with cement content as per IRC: 15- 2011, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batch mix plant / RMC and appropriate weigh batcher using approved mix design (as per IRC:44 2008), laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, 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, polysulphide sealant, dowel bars, near approaches to bridge/ culvert and construction
joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 for Rural Roads of MORD.
a) Pakur Variety
150
1621821
10812.14
Add 18% for GST
1
6172209
6172208.82
Add 1% Cess
1
404623
404622.58
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