Bridge And Roof Company India Limited Tender
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Bridge And Roof Company India Limited Tender
Civil Works Others
Eprocure
Opening Date29 Oct 2024
Closing Soon27 Nov 2024
Tender Amount₹ 57,17,26,000
Costs
EMD
₹ 74,34,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_BandR_833101_1Tender No
B AND R/HO/71094/SHORE PROTECTION/TD/SC/01Tender Authority
Bridge And Roof Company India Limited ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
eNIT-SHEET-PILING-WORK-IGWTP-KMC
BOQ Items
Coal Tarring on wooden surfaces including cost of materials (a) Double Coat.
47500
28
1365625
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.
150
9526
1428949.5
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work): With carried earth arranged by the contractor within a radius of 1 km. including cost of carried earth.
45
24976
1123954.65
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work): With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth.
50
28387
1419365.5
Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.
12500
7
99875
Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing a) In ground floor including roof. rubbish as directed within a lead of 75 m.
380.5
357
135849.92
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75, Dismantling all types of plain cement concrete, (a) upto 150 mm. thick
5
750
3750
Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge
3424
132
453988.16
Boulder Apron Laid in Wire Crates : Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each
15795
1126
17800807.05
Supplying at site and laying in position UV stabilized polypropylene woven geotextileof430gsmas filter, as per specification, including cost of preparing the bed, placing the geo-textile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing / welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge. Note: 1. Payment to be made on measurement of finished surface without lapping, but including anchoring length at top. 2. Payment will be made subject to the result of 3rd
Party Testing, to be done by the Engineer-in-charge departmentally.
30795
193
5952365.55
Supplying at site geo-textile bags of size 1.00 m x 0.70 m using UV stabilized needle punched polypropylene non-woven geo-textile of 300 gsm as per specification, double stitched at two ends with polypropylene or equivalent yarn including cost of transportation by all means and other incidental charges complete. Note: Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally.
450730
107
48241631.9
Labour charges for filling Geo-textile bags with filler materials (earth/sand), machine stitching the open end of the bag with thread as per design and placing the same on slope or dumping from bank within initial lead of 150m and all lifts including carriage and hire charges of all materials and equipments but excluding the cost of filler materials as directed by the Engineer-in-Charge i) Bag size 1.00m x 0.70m of capacity 0.1325 cum/bag
474165
45
21588732.45
Supplying Nylon cage netting 1 metre x 1metre x 1 metre size with knot having mesh size 17.5 cm x
17.5 cm constructed with nylon thread (210 x 24) having tensile strength not less than 250 Kg. / sq. cm. including carriage, delivery and stacking at site.
74176
93
6931747.2
Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (Payment to be made on measurement of finished quantity)
113.5
74776
8487186.1
Supply of Boulder 225-150 mm
13945
220
3074175.25
Supply of Brick Bats (1st Class Bats)
62295
928
57816612.45
Carriage of Brick-bats, Boulder, Stone metal, Stone chips, Gravel, Slag metal, Shingle and similar miscellaneous materials over pucca road.(Considering 300 km), Only for boulder carriage.
13945
2114
29488236.45
Supply of Moorum including loading, unloading, transportation (Considering 250 km)
20575
2191
45085791.75
Spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification. Add cost at site of the materials to arrive at the complete rate. The compaction factor may be taken as 0.67.
20575
137
2826593.5
SHEET PILE SUPPLY, DELIVERY, AT SITE - 'U' SECTION {Supply of Hot Rolled non-alloy Steel U type OR Z type MS Sheet Pile conforming to IS 2314-1986 with the designation ISPS 2222U OR EN -10248 (European standard) of nearest equivalent section to the BIS Specification subject to the fulfilment of the folowing conditions: (i) Mass per meter of the 'U' type of 'Z type MS Sheet pile conforming to EN 10248 shall be within ±5% of the mass per meter of the corresponding 'U' type or 'Z' type MS sheet Pile conforming to IS:2314-1986, excluding permissible tolerances as per specified in the relevant standards, (ii) Minimum yeild strength of the section should be 430N/MM², (iii) Minimum thickness (excluding tolerance) should not be less than 9.0mm
3000
72429
217288170
PAINTING PLACING & DRIVING COMPLETE- Driving of MS sheet piles of any kind of approved type and size conforming to IS code or International Code in all kinds of soil/ soil mixed with gravel, shingle & pebbles by vibro -sinker including handling, cutting to requisite size, drilling holes, hoisting in position, welding, fabrication of sets of tapper piles, corner piles etc with clutch bars as may be required including staging, scaffolding and hire charges of driving machinery and equipments, scrapping and cleaning piles, painting the surface with one coat of surface primer of approved make and brand and two coats of ready mixed oil bound paint (except red lead and black japan) etc including all cost of labours, supply and carriage of equipments to site (by any mean) as per drawing and direction of the Engineer-in-charge but excluding the cost of sheet piles
31175
1101
34337080.25
b) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. (This item is applicable to new work or old work when the original
31
23
717.96
A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary, (b) On steel or other metal surface :With super gloss (hi-gloss) -(iv) Two coats (with any shade except white).
31
63
1956.1
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structural members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no separate payment being made for these items, as per direction of Engineer In
Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initial 8m. or part thereof. III) For built up sections / structural members of specified sections weighing not less than 22.5 Kg./m
245
49348
12090289.4
Supply of Structural Steel (MS), angle, Joist, Channels, Flats etc (E 250 conforms to IS 2062 and 808)
b) Above 200 mm and upto 400 mm size
52
37140
1931304.96
Supplying, fitting, fixing bolts with nuts, washer:(ii) 20 to 25 mm dia bolt:(b) Length above 75 mm and upto 150 mm.
7000
82
575890
Cutting to requisite length or shape departmental R.S. joists, channels, angles, tees, plates etc.
521000
6
3329190
Welding in M.S. structural work with gas or electric,(b) Continuous weld.
1455650
7
10466123.5
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as requiredcomplete.(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.
6
15365
92194.68
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. c) Depth of excavation for additional depth beyond
3000 mm. upto 4000mm. excluding cost of shoring as necessary
9
18745
168713.64
Extra over the corresponding item of earth work for removing semi liquid mud or slushy earth by iron pans, buckets etc. (This item is to be done with specific approval of Engineer-in-charge)
9.5
2123
20168.5
Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Engineer in charge).(a) Depth upto 1.5 m.
615
308
189610.65
Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Engineer in charge). (b) For additional depth beyond 1.5 m. and upto 3.00 m
615
350
215643.6
Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Engineer in charge). (c) For additional depth beyond 3.00 m.
1580
397
628460.8
Providing & Laying reinforced cement concrete pipe NP3 with spigot socket for clverts on 1st class bedding of granular materials in single row including fiing with cement morter 1:2 as per technical specification Clause 1106 for rural road of MORD (D)600MM Dia
120
304
36517.2
Providing & Laying reinforced cement concrete pipe NP3 with spigot socket for clverts on 1st class bedding of granular materials in single row including fiing with cement morter 1:2 as per technical specification Clause 1106 for rural road of MORD . 900mm dia
15
492
7392.15
Cost of class NP-3 RCC spun pipe ( note each pipe length 2.50 M). 1) 600 mm dia
120
1803
216421.2
Cost of class NP-3 RCC spun pipe ( note each pipe length 2.50 M). 1) 900 mm dia
15
2846
42699.6
Cost of carriage NP-3 RCC spun pipes, 1) 600 mm dia ( Considering 50KM), (Zone-A)
120
179
21565.2
Cost of carriage NP-3 RCC spun pipes, 1) 900 mm dia ( Considering 50KM)
15
269
4049.55
Hire Charges of Moveable Crane with Fuel & Manpower, having Load Handling Capacities of range from 2.0 MT to 14.0 MT with the 45 degree moveable arrangement & the Boom length of 40Feets for loading & unloading of various materials/ accessories of Water Supply Works under Water Supply
Department, KMC
200
792
158466
Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S- 12592(M.D),(i) 35 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size, Cover: 700 mm X 100 mm Frame: 910 mm X 185 mm opening: 560mm All Districts of West. Bengal Item No. Description of Item Weight: 245 kg (approx)
17
3222
54774.68
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
345
285
98649.3
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes.a) Pakur Variety
104
3103
322798.32
Brick work with 1st class bricks in cement morter (4;1) (a) in foundation& plinth
588
4630
2723016.24
Controlled Cement concrete with well graded stone chips (20 mm graded nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix formula. In ground floor and foundation. [using concrete mixture]
(a) M 20 Grade (i) Pakur Variety
85
3656
310805.9
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild, I. SAIL/ TATA/RINL
10
46524
465246.4
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor), (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
253
267
67695.21
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(ii) With 1:4 cement mortar (a) 20 mm thick plaster
2330
148
346144.8
Neat cement punning about 1.5mm thick in wall,dado,windowsill,floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
2029
27
55107.64
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement
117
189
22148.1
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work), (a) With earth obtained from excavation of foundation
1.59
6193
9847.3
Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Engineer in charge).
360
500
180000
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) : (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work
439
294
129386.47
(e) Extra for staging beyond 4 m in any floor (Mode of measurement: area in plan x mean height of staging upto soffit of shuttering above initial 4 m) Note : This item applicable on item Sl. No. 56 at this BoQ
648
48
31570.56
Cement concrete with graded jhama khoa (30 mm size) excluding shuttering / (a) 1:3:6 proportion
10
3651
36517.5
Ordinary cement concrete M20 (mix 3:1:5:1) with graded stone chips (20mm down) excluding shuttering and reinforcement if any, in ground floor, as per IS 456-2000.
(a) pakur/ chandi verity.
21
3579
75177.06
Mazdoor for filling of Jhama bats
294
195
57532.86
(B) Supply of E.R.W.M.S. black pipe of approved make(heavy quality) as per standard specification having wall thickness not less than 8 mm. (ii) 300 mm dia. (internal)
37.5
2910
109145.25
Steel Plates (E-25 conforms to IS 2062-2006 (a) 6 to 10mm, (b) 10 to 20mm, (c) 25 to 40mm
2500
37
92850
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in-charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental charges such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding
the actual weight of such items with the weight of finished structural members or 7%ofweight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structural members weighing less than22.5 Kg./m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no separate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground.
Add 1.5% extra over the rate for each additional floor or 4m. beyond initial 8m. or part thereof.
I) For structural members of specified sections weighing less than 22.5 Kg./m (UN EQUAL ANGLE - 60MMX 40MM X 6MM @ 4.4KG/M
2.22
47219
104827.36
a) M.S. or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl.
floor above 4th floor) (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
5.3
5781
30640.04
Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification, In Ground floor:-(ii) One coat on new surface.
880
27
23900.8
Protective and Decorative Textured exterior high class matt finish paint of approved quality, composed of special Thermoplastic Resin containing fine crystalline additives derive from Granite as per manufacturer's specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. -In Ground floor -Two Coat
880
80
70989.6
Add extra for each additional floor over the rate for ground floor on items Sl No. 66. External surface
(i) Upto 4th floor
8.81
56
499.62
PART-B
-
-
-
Pumping out waste water including hire charges for pumps to be provided by the contractors including delivery and suction pipes, specials valves etc. supplying fuel and lubricants necessary
operator and helper and removing the same on completion as per direction of E.I.C.
31700
8
264378
Fabrication MS pipes of different diameter in shop out of 8mm to 12mm thick MS Plates supplied departmentally, cutting the plates to eact size & shape by gas cutting device and / or by adopting any other approved type of mechanical means, bending the same in the true curvature by template and rolling machine of approved design including proper marking, levelling joints followed by electric arc welding as per relevant IS specification -longitudinal and circumferential as necessary, using standard electrodes including edge preparation, electricity charges and hydraulic testing of the fabricated piece all complete as per specification and direction of the Engineer-in-Charge, SL NO-1.4.5 (f)/(i)-1000mm & 10mm thick
5
4957
24787.6
PART-M (ANNEX)
-
-
-
Making Cubical Bamboo Porcupine Cages with Bamboo of 60 MM to 75 MM Dia having Length of 2.0 Metre each for all Horizontal and Vertical Struts and 2.80 Metre Length for Diagonal Struts , 3 Nos. Horizontal & 3 Nos. Vertical Struts should be Placed equidistant from each face to make the Square Cage of Outer Dimension 75 Cm X 75 Cm and Projecting each Strut by 60 Cm on all direction. Two nos, diagonals or cross Bamboo Posts should be placed on each face having their centre tied with the centre of Cage properly including Fitting, Fixing Corners, Vertical, Horizontal and Diagonal Struts with Iron Nails not less than 20 Cm. Long and Tying Corners with 16 S.W.G. Galvanised Wires, filling the Cages with 1st class kiln burn Bricks @ 80nos Bricks per Cage. Cages built with 10SWG Hexagonal or Square pattern 10Cm mesh, with lapping, tying and Sewing with 10 S.W.G G.I. Wire including Cost of all Materials, Carriage to Site and laying the same in
the Bed or Slope of the River Complete As Per Direction Of The Engineer In Charge. (N.B.- If GI wire netting is not considered then Rs 348/- per cage may be deducted from the cost, towards cost of the wire netting including OH & Contractor’s profit) For cages of Size 75Cm x 75Cm x 75Cm with 1st class Kiln Burn Bricks
1000
798
798720
Design, preparation of construction drawing, details construction methodology of 100 mm thick fabric concrete liner system including supply of the articulating block fabric from mattress for toe erosion protection as per the technical specifications mentioned in the ANNEXURE-A, (Mode of measrement- Sqm of Lay Flat Area of Fabric Form)
500
1577
788735
Supply and pouring of High Strength Fine Aggregate concrete for Articulating Block Fabric From concrete Lining.
125
3993
499200
"NOTE:-
THE ABOVE RATE SHALL BE INCLUSIVE OF ALL TAXES & DUTIES, ROYALTIES, CESS, FEE, ENVIORMENTAL & POLLUTION, FITNESS & SAFETY CLEARANCE CHARGES (IF ANY), OR ANY OTHER INCIDENTAL CHARGES ETC BUT EXCLUDING GST."
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