Jadavpur University Tender
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Jadavpur University - JU Tender
Civil And Construction
Building Construction
Eprocure
Opening Date11 Sep 2023
Closing Date26 Sep 2023
Tender Amount₹ 18,45,641
Costs
EMD
₹ 37,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_JU_563745_1Tender No
JU/e-tender/C/40(A)/23-24Tender Authority
Jadavpur University ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
Welding in M.S. structural work with gas or electric:of Continuous weld.
500
4500
9
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below.
3.24
814
251.34
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 E.I.C.
5.7
946
166
Dismantling artificial stone flooring upto 50 mm.thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m. In ground floor including roof.
5
250
50
Removing old scales, blisters etc. of interior surface of walls,ceiling by scraping etc. and preparing smooth and even surface with rendering or cement mortar (1:2) (as necessary), to make the surface suitable for
receiving distemper. (Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge).
10
101
10.13
Scraping of moss, blisters etc.thoroughly from exterior surface of walls necessitating the use of scraper, wire brush etc.(Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge)
10
70
7
Removing loose scales, blisters etc. from old painted surface and thoroughly smoothening the surface to make the same suitable for receiving fresh coat of paint.
10
210
21
Filling up cracks with cement mortar (1:3) at the junction of the out side wall and drain. (Cement 11.4 Kg/100 Mtr.)
5
11
2.34
Repairing crack in wall by cement grouting (1 : 2) including widening the crack on the surface (into V section) cleaning and packing the same with cement mortar (1 : 2) and finishing off to match with adjacent surface. (Cement-69 Kg/100 m)
5
66
13.28
Cleaning the exposed reinforcement preferably upto full diameter by wire brush, applying two coats of polymer based rust removing compound left for 24 hours,removing the coating and then applying two (2) coats of polymer modified anti corrosive protective coating formulated to inhibit the corrosion of reinforcement as per manufacturer's specification].
6
4710
785
Applying epoxy based reactive jointing agent for jointing the old concrete with fresh concrete to be applied within manufacturer’s specified time as per manufacturers specification.
6
1854
309
Cleaning the concrete surface by removing dirt and debris, marking defective locations and removing loose concrete by careful stripping untill hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the Engineer - in - Charge.
6
540
90
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.
61.21
612
10
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.( Using For all type Foundation & Tie Beam etc.) Depth of excavation not exceeding 1,500 mm.
62.3
7430
119.27
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.( Using For all type Foundation & Tie Beam etc. ) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.
44.12
8487
192.38
Earth work in filling in foundation trenches or plinth, pond, ditch, low land tc 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) (Using For all type Foundation & Tie Beam etc.) With earth obtained from excavation of
foundation.
106.42
8251
77.54
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) ( Using For Ground Floor Filling.)
37.24
34864
936.21
Anti termite treatment to bottom surface ( in case of masonry foundation and basements) and the sides (upto a height of 300 mm. from bottom) of the excavation trenches with chemical emulsion byadmixing Imidacloprid emulsifiable concentrates (105ml in 50 litres) with water at the rate of 5 Litres per sq. m. area. The work shall be carried out as per specification described in 7.2.1. of code IS- 6313 (part -II) 2013. (Mode of measurment will be the plan area of foundation treated.) ( Using any type of Foundation, Tie Beam etc. )
43.5
2784
64
Anti termite treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing Imidacloprid emulsifiable concentrates (105ml in 50 litres) with water at the rate of 5 Litres per sq.m. of the surface before sand bed or sub-grade is laid. Holes upto 50 mm. to 75 mm. deep at 150 mm. centre to centre both ways shall be made with
12 mm, diameter mild steel rod on the surface to facilitate saturation of the soil with the chemical emulsion. The work shall be carried out as per specification described in para 7.2.3 of code IS- 6313 (part -II) 6313. (Mode of measurment will be per Sq.m of plan area of plinth treated.) (Using Top Surface of Ground Floor before Sand Bed or Sub-grade etc.)
7.17
580
81
Treatment to the back filling of R.C.C. foundation with chemical emulsion by admixing Imidacloprid emulsifiable concentrate (160ml in 75 litres) with water by weight at the rate of 7.5 ltr. per sq.m. of the vertical surface of the substructure of each side of the foundation. The work shall be carried out as per specification as described in para 7.3.1 of code IS- 6313 (part-II) 2013 (Mode of measurement will be per sq.m. of vertical area of foundation treated). (Using any type of Foundation, Tie Beam etc.)
72.89
6851
94
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. 150mm diameter
108
11340
105
Supplying Sal-bullah piles at work site, including dressing and making one end pointed. 150mm diameter
324
85212
263
Sal-wood work rough dressed including necessary hoisting and fitting, and fixing in position including cost of nails but excluding cost of bolts, nuts and washer in Bridge Work excluding Bridge Floor.
0.71
39163
55160
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.
0.71
1806
2544
Coal tarring on wooden surfaces including cost of materials Double coat.
71
2556
36
Fitting, fixing bitumen drum sheet to bullah piling and wailing pieces including cutting straightening drum sheet fixing with country nails @ 20cm c/c at top & bottom and bolts & nuts at top & bottom at every joint of drum sheet with a laping of 15 cm, including supply of drum sheet, fixture all complete as per direction of the Engineer - in - charge.
71
31027
437
Labour for fitting and fixing 10 cm. to 13 cm. diameter Sal bullah/Eucalyptus-bullah as ties and runners including necessary nails, bolts and nuts.
40.5
834
20.6
Cement concrete with graded stone ballast (40 mm size excluding shuttering) In Foundation And Plinth including Ground Floor Pakur Variety - 1:3:6 prportion
3.41
18332
5376
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in any floor as per relevant IS codes. Pakur Variety ( Using for Ground Floor portion )
0.9
4972
5524.45
Controlled Cement concrete with well graded stone chips (20 mm 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 foumula. In ground floor and
foundation. [using concrete mixture] M 25 Grade- Pakur Variety. Foundation and Plinth & In Ground Floor including Above Roof
55.87
367348
6575.05
Hire and labour charges for shuttering with centreing 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, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. Steel shuttering or 9 to 12mm thick approved quality ply board shuttering in any concrete work as per decision & direction of Engineer-in-charge. Foundation and Plinth & In Ground Floor including Above Roof
377.18
139179
369
Hire and labour charges for shuttering with centreing 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, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. Foundation ( Using only PCC Work ) 25 mm to 30 mm shuttering without staging in foundation
4.06
848
209
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. Tor steel/Mild Steel -
JSW/JSPL/SHYAM. Foundation and Plinth & In Ground Floor including Above Roof
8.11
488057
60150
Supplying and application of chemical for rebar anchoring by using ETA approved/Orseismiccriteriain rebarconnection, Including drillinghole to the requireddepth by rotary hammer drill,cleaningwith brush& jet of clean air,IPlllng resin and hardener using serrated nozzle to eliminate mixing error and In a voldlessmanner Including chargesfor all tools & plants. Applicationto be designedfor rebars as per ECZ/TR023or relevant tested and accepted design guidelines and the design document to be furnished by the manufacturer.The chemicalshould have ETAapprovalfor seismic criteriaof rebarfixing which should be furnished by manu/Octurer. The installation and the setting instructions should be strictly followed as per
manufacturer's specifications as approved by EIC prior to drilling. The existing concrete member should be scanned using rebar scanner to avoid hitting existing reinforcement in concrete. Cost ~/ rebar with rebar chemical for 8mm dia per cm of deDth
242
2420
10
Cost ~/ rebar with rebar chemical for 10mm dia per cm of deDth
30
360
12
Cost ~/ rebar with rebar chemical for 12mm dia per cm of deDth
30
390
13
Cost ~/ rebar with rebar chemical for 16mm dia per cm of deDth
30
510
17
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
49.98
18042
361
Brick work with 1st class bricks in cement mortar (1:6) In Foundation And Upto Plinth
4.52
24466
5413
Brick work with 1st class bricks in cement mortar (1:6) In Ground Floor including Roof
1.9
10708
5636
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor including Roof
107.54
79149
736
Extra for using approved H.B netting in every third layer in any floor
107.54
4409
41
Cutting chase upto 125 x 150 mm. and subsequent mending of damages. In brick wall [Cement-3.6 Kg/Mtr]
1
93
93
Cutting chase upto 125 x 150 mm. and subsequent mending of damages. In concrete wall [Cement-3.6 Kg/Mtr]
1
112
112
Cutting holes and subsequent mending good damages. Diameter upto 150 mm. In brick work [Cement-4.0 Kg/Mtr]
1
111
111
Cutting holes and subsequent mending good damages. Diameter upto 150 mm. In concrete work (plain or R.C.) [Cement- 3.0 Kg/Mtr]
1
137
137
Labour for Chipping of concrete surface before taking up Plastering work.
347.87
7305
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] With 1:6 cement mortar :- 20 mm thick plaster ( External Surface excluding RCC Chajja, RCC Cantilever portion and any type of RCC
Projection ) In Ground Floor including above Roof
107.54
18819
175
With 1:6 cement mortar :- 15 mm thick plaster (Internal Wall Surface ) In Ground Floor Including above Roof
114.26
17253
151
With 1:4 cement mortar : - 10 mm thick plaster ( Ceiling Surface & any Type of Reinforcement Cement Concrete Surface ) In Ground Floor Including above Roof
336.33
44731
133
Neat cement punning about 1.5mm thick in wall,dado, window sill, floor etc. In Ground Floor including Roof
94.01
3196
34
25 mm. thick damp proof with cement concrete (1:1.5:3) (with graded stone aggregate 10 mm. normal size) and painting the top surface with a coat of bitumen [VG.40 ] using 1.7 kg. per sq.m. including heating the bitumen and cost and carriage of all materials complete. [Bitument to be supplied by the Agency]
2
526
263
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
2
48
24
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. 25 mm thick . In Ground Floor including Roof
90.06
24586
273
Extra cost of labour over grey artificial stone for Chequering. In Ground Floor including Above Roof
90.06
1350
15
Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good
damages complete. In Ground Floor ( Using in Main Entry )
12.6
54558
4330
M.S. structural works with hollow sections (square or rectangular shape) and any type of plate conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. For Roof trusses spanning upto 12.00 m
1
71954
72316
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 including roof. Grill weighing upto 16 Kg./sq.mtr
0.07
682
9888
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel , any type of MS Plate 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- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, 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.For structural members of specified sections weighing less than 22.5 Kg./m
0.5
36301
72603
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to recive acrylic exterior emulsion paint including scraping and prepairing the surface throughly, complete as per manufacture's specification and as per derection of E.I.C.One Coats. In ground floor including roof.
462.7
14528
31.4
Protective & Decorative Applying exterior emulsion paint of approved quality as per manufacture's specification and as per derection of E.I.C. 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. Premium 100% Acrylic Emulsion - Two Coat. In ground floor including roof.
462.7
38866
84
Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick) Internal Surface. In ground floor including roof.
108.12
13190
122
Applying 2 coats of interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive distemper/Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the Engineer-in-charge. One Coat -Water based interior grade Acrylic Primer. In ground floor including roof.
108.12
3330
30.8
Applying Acrylic Emulsion Paint of approved make and brand on walls and celling sand papering in intermediate coats including putty. Luxary Quality ( Two coats). In Ground Floor including Roof
108.12
7568
70
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. In ground floor including roof.
102.15
2962
29
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 : On steel or other metal surface : With super gloss (hi-gloss) - Two coats (with any shade except white)
102.15
8069
79
Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work ridging fitted with necessary bolts,screws, washers etc complete.(225mm end lapping)300 mm lapping each way - With 0.60 mm sheet
8.5
3111
366
Galvanised iron sheet eaves gutter fitted and fixed with necessary 50 mm X 6 mm M.S flat bar clamps bent to design, bolts, nuts, washers etc. complete. Eaves gutter made of 0.63 mm. sheets.(300mm End lapping) 300 mm. wide gutter
8
3216
402
Supplying, fitting and fixing of Roofing sheet of Colour Coated 0.45mm Metal Thickness (BMT) 0.53mm total P thickness excluding paint (TPT) of 700mm effective cover with 43mm deep rib spaced at 233mm c/c along with microstiffeners perendicular to ribs for strength. The steel sheet shall be have minimum yield strength of 550MPa, metallic coated of Zincalcume, ALumimium Zinc alloy AZ150, conforms to IS15961, pre-painted with inorganic pigments super durabe polyster ( SDP) colorbond xrw ( exterior roofing and walling ) with higher SRI ( solar refective index ) value hermatech technology conforms to IS 15965 class 3 . The sheets shall be fixed to every purlin by means ofclips - KL70. The clip KL-70 shall be fastened with nominal 40um zinc coated or nominal 25um zinc tin allow coated. Hex head , self-drilling screw as per AS 3566-2002 Class 3 fasteners. The profile sheet shall be same parent of coil.The profile sheet , fastener size etc. shall be approved by the concern authority. The measurement shall be basedon finished / covered surface area.
40
41720
1043
Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/ Bitumen/M-Seal etc) complete. UPVC Pipes: 110mm dia
25
6275
251
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