West Bengal State Cooperative Marketing Federation Limited Tender
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West Bengal State Cooperative Marketing Federation Limited - BENFED Tender
Bridge Construction
Eprocure
Opening Date6 Feb 2019
Closing Date27 Feb 2019
Tender Amount₹ 10,13,65,325
Costs
EMD
₹ 20,27,307Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_SCMFL_213215_1Bid Award Id
ViewTender No
SCMF/MD/ENG/NIT-80/2018-19Tender Authority
West Bengal State Cooperative Marketing Federation Limited ViewPurchaser Address
-
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Documents
BOQ Items
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
1
-
47500
Filling in foundation or plinth by silver sand in layers not by thorough saturation with water, ramming completeexceeding 150 mm as directed and consolidating the sameincluding the cost of supply of sand. (Payment to be madeon measurement of finished quantity) Do - by fine sand
1952
-
1048.41
Pre-constructional antitermite measures
Anti termite treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing chloropyrofos emulsifiable concentrates ( 1% concentration) with water by weight 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 6.4 of code IS-6313 (part -II) 1981. (Mode of measurment will be per Sq.M of plan area of plinth treated.)
2830
-
110
Treatment to the back filling of RCC foundation with chemical emulsion by admixing Chlorophyrofos emulsifiable concentrate (1% concentration) with water by weight @ 7.5 lts per sqm of the vertical surface of the substructure of each side of the foundation.
1454
-
137
Anti-termite treatment to the outside of foundations with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1%concentration) with water by weight including cutting shallow channel by excavating soil along and close to the wall face ensuring uniform dispersal of the chemical emulsion to a depth of 300mm. from the ground level by rodding with 12mm. dia. M.S. rod at 150mm.interval in the channel. 1.75 litres of chemical emulsion per metre length shall be used and a balance quantity of 0.5 litres of the chemical emulsion per running metre shall then be used to treat the back fill earth by directing the spray of the imulsion towards the wall surface. The entire work is to be carried out as per specification laid down in para 4.3.1.1 of code IS-6313 (Part-III) 1981.
256
-
72
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.
5719
-
24
Cement concrete with graded stone ballast ( 40 mm size excluding shuttering)
In ground floor
1:3:6 proportion
[Pakur Variety]
51
-
5376
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. [Pakur Variety]
467
-
6252.74
Controlled Cement concrete with well graded stone chips (20 mm nominal size ) excluding shuttering and reinforcement with complete design of concrete as per I : 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 upto plinth
276
-
7319.89
Ground Floor
561.18
-
7319.89
1st Floor
100
-
7414.89
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 thckness with required bracing for concrete slabs , beams, m columns , lintels curved or straight including fitting , fixing and striking out after completion of works (upto roof of ground floor) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work
upto plinth
4405
-
369
Ground Floor
5898.17
-
369
1st Floor
1204
-
387
e)Extra for staging beyond 4 m in any floor (Mode of measurement : area in plan x mean height of staging up soffit of shuttering above initial 4 m)
3277
-
61
Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods , 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 balck annealed wire at every intersection, complte as per drawing and direction
Tor steel/Mild Steel SAIL/ TATA/RINL For works in foundation, basement and upto roof of ground floor/upto 4 m
For works in foundation, basement
Ground Floor upto 4 mtr
195
-
71287.38
Ground Floor above 4 mtr
94
-
71767.38
Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.
6356
-
361
Brick work with 1st class bricks in cement mortar (1:6)
upto plinth
211
-
5413
Ground Floor
325
-
5636
1st Floor
382
-
5747
Plaster (to wall , floor, ceiling etc) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of of concrete surface , including throating , nosing and drip course where necessary
a)20 mm thick plaster (External) 1:6
Ground floor
1292.595
-
175
1st Floor
1651
-
179
b) 15 mm thick plaster (Internal) 1:6
Ground floor
1064.49
-
151
1ST FLOOR
1285
-
155
Neat cement punning about 1.5 mm. thick in wall, dado,window, sills, floor, drain etc.
NOTE : Cement 0.152 cu.m. per 100 sq.m.
424
-
34
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 @ 1.75kg/sq.m all complete including all materials and labour.
In ground floor.3 mm. thick topping (High polishing grinding on this item isnot permitted with ordinary cement).
Using grey cement (iii) 35 mm. thick Ground floor
5698
-
337
Bituminous filler of approved type in joints of dummy joints including finishing the top surface as directed.
0.11
-
46603
M.S. structural works with hollow sections ( square or rectangular shape) conforming to IS: 806-1957 & IS:1161-1958) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineerin-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1956 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 1957, 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. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof.
i) For roof truss works
ii) For trusses spanning above 12.00 m and upto 20.00 m
55
-
75453
Supplying, fitting & fixing Zn -AI alloy (55% AI & 45% Zn) coated (followed by colour coated on both side)
steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make(excluding the supporting frame work) fixed with 55 mm & 25 mm Self tapping screw, EPDM Washer 16 mm dia & 3 mm tho washer etc. complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work).
In Roof:-
a) With 0.5 mm thick sheet
1699.5
-
787
Supplying, fitting and fixing steel rolling shutter profile type with 18 B.G . of approved type steel latche section 75mm wide, fitted with coil wire spring to necessiate the fitting of required Nos. of C.I. Pulleys on heavy type solid drawn seamless steel tube complete with locking arrangements both inside and outside specially builtup side guide channels including providing a hood for the steel rolling shutter in the room, painting two coats of approved aluminium paint over a coat of red lead primer complete.
34
-
3270
Applying Exterior grade Acrylic primer of approved quality and brand on plastered on cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC.
One Coat
Up to1st. 4 metre height
GROUND FLOOR
1953
-
32.11
1ST FLOOR
992
-
32.11
Protective and Decorative Textured exterior high class matt finish paint of approved quality, composed of special Tharmoplastic 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.
Up to1st. 4 metre height
GROUND FLOOR
1953
-
101.71
1ST FLOOR
992
-
101.71
Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface. Two Coats
1064.49
-
70
Painting with ready mixed red lead paint of approved make and brand :
Two coat
2300
-
55
Painrting 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
iv) Two coats ( with any shade except white )
With super gloss ( hi-gloss)
On steel or other metal surface:
2434
-
79
Priming one coat on Timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
1064.49
-
38
(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.
134
-
29
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.
(i) Grill weighing above 10 Kg./sq.mtr and up
to 16 Kg./sq. mtr.
11.904
-
9888
Supplying bubble free float glass of approved make and brand
conforming to IS: 2835-1987.
(ii) 4 mm thick clear glass
91.8
-
398
Labour charge for fabrication and installation of composite door, window , partitions made from annodized extruded alloy aluminium sections for the following units:- (A) lazed aluminium sliding windows made of extruded and annodized alloy aluminium sectios, fabrications, including cutting to proper shape and size, drilling and aligning of window shutter frame fitted with in built locking arrangements, sliding rollers and other necessary fittings, fixture, adhesives and joineries along with extruded neoprine or EPDM gasketing in between window frame and masonry work (walls, column, beam.lintels etc.) as well as between glass and shutter frame for fixing glass and Poly Shulphate sealant and in between shutter and window frame where necessary including cutting to requisite size and fixing glass as per drawing, specification and direction of EIC. The rate includes the hire charge of all tools and plants, including all incidental charges, adhesive, joineries such as screw, cleate angle etc. but excluded the cost of extruded aluminium sections, glass, neoprene / EPDM gasketing, locking arrangement and rollers. iv ) Louvered window.
Ground floor
91.8
-
730
Supplying profiles of required section made of Aluminium Alloy Extrusions conforming to IS: 732-1983 and IS: 1285- 1975; Annodized (with required film thickness and specified colour / natural) matt finished conforming to IS: 1868-1983 for fabrication of composit door, sliding & casement windows, partitions, formed of basic sections of any ISI embossed / certified make and brand as per direction of Engineer - In- Charge. (Payment will be made on finished length of the work). ) Top, bottom and side member.
367
-
183
ii) Louvered Section.
122.4
-
658
iii) Cleat angle ( Non-annodized).
122.4
-
263
Square or hexagonal mesh netting made with 18 B.W.G. galvanised wire, fitted and fixed complete as per design (excluding the supporting framework but including local sawood battens of size 7.5mmx25mm).
In ground floor.
25mm mesh Up to1st. 4 metre height
91.8
-
391
Supplying, fitting and fixing U.P.V.C. 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 mnding good damages including joining with jointing materials (Spun Yarn, Valamoid/Bitumen/M-seal etc) complete.
A) UPVC Pipes: 160 mm dia
147
-
485
LAND DEVELOPMENT
-
-
-
Surface dressing of groumd in any kind of soil including removing of vegetation inequalities not exceeding 15 cm depth and disposal of the rubish
4000
-
10
Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineer-in-Charge prior to execution will be necessary).
(Payment to be made on area cleared)
4000
-
11
SURFACE DRAIN
-
-
-
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 spils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches. leveling. dressing and ramming the bottom. bailing out water as required complete
Depth of excavation not exceeding 1500mm
282
-
119.27
Earth work & filling in foundation trences or plinth with good earth in layers not exceeding 150 mm. including watering and raming etc. layer by layer complete.(Payment to be made on basis of measurement of finished quantity of work).
With earth obtained from excavation of foundation.
117.5
-
77.54
Cement concrete with graded stone ballast ( 40 mm size excluding shuttering)
In ground floor
1:3:6 proportion
Pakur Variety
25.85
-
5376
Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.
258.5
-
361
Neat cement punning about 1.5 mm. thick in wall, dado,window, sills, floor, drain etc.
NOTE : Cement 0.152 cu.m. per 100 sq.m.
434.75
-
34
Brick work with 1st class bricks in cement mortar (1:6)
upto plinth
41.13
-
5413
Plaster (to wall , floor, ceiling etc) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of of concrete surface , including throating , nosing and drip course where necessary
b) 15 mm thick plaster (Internal) 1:6
Ground floor
857.75
-
151
ROAD
-
-
-
Earthwork in cutting to form road section in correct profile including removal of spoils not exceeding initial lead of 50m and initial lift of 1.5m (Mode of measurement: pre works and post works)
(i) In ordinary soil
107.1
-
79.9
Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary.
44.63
-
1173.08
Construction of Embankment with Material Obtained from Borrow Pits 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)
30.24
-
363.6
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).
(ii) Grading – II
Pavement base
23.8
-
2642.81
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. (As per clause 601 of specifications for Road & Bridge Works of MoRT&H (5th Revision). (1:2:4)
Pavement
8.93
-
5046.74
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) 25 mm to 30 mm shuttering without staging in foundation
21.71
-
209
Controlled Cement concrete with well graded stone chips (20 mm nominal size ) excluding shuttering and reinforcement with complete design of concrete as per I : 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
29.75
-
7319.89
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 specifications and direction of Engineer-in-charge.
0.094
-
68453.92
Bituminous filler of approved type in expansion joints of dummy joints including finishing the top surface as directed.
Pavement base
0.092
-
46603
CULVERT
-
-
-
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 spils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches. leveling. dressing and ramming the bottom. bailing out water as required complete
Depth of foundation upto 1500mm
49.5
-
119.27
Depth of foundation 1500mm to 3000mm
12.375
-
192.38
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.
12.375
-
77.54
Cement concrete with graded stone ballast ( 40 mm size excluding shuttering)
In ground floor
1:3:6 proportion
(A) [Pakur Variety]
(a) 1:3:6 proportion
1.89
-
5376
Controlled Cement concrete with well graded stone chips (20 mm nominal size ) excluding shuttering and reinforcement with complete design of concrete as per I : 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 upto plinth
23.64
-
7319.89
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 thckness with required bracing for concrete slabs , beams, m columns , lintels curved or straight including fitting , fixing and striking out after completion of works (upto roof of ground floor) ply shutttering upto plinth
77.42
-
369
Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods , 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 balck annealed wire at every intersection, complte as per drawing and direction tor steel/ Mild steel
2.66
-
71287.38
Brick work with 1st class bricks in cement mortar (1:6)
upto plinth
3.585
-
5413
Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.
25.2
-
361
Plaster (to wall , floor, ceiling etc) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of of concrete surface , including throating , nosing and drip course where necessary
a)15 mm thick plaster (External) 1:6
20.3
-
151
ELECTRICAL WORK
-
-
-
Distribution Boards
-
-
-
Supplying and fixing 250V, 6-10A 240/415 V MCB per way, SPN MCB DB with SS enclosure double door with IP-42/43 protection with DP Isolators as incomer and SP MCBs ('C' Curve, 10kA) as outgoing, concealed in wall after cutting the wall & mending good the damages to original finish incl. interconnection with suitable size of copper wire and neutral link & provision for earthing attachment.
Seimens
2+6 way Enclosure (8GB0206), 40A DP Isolator, 6 no. SP MCB
3
-
2832.54
Supply & fixing 250V 5A piano key type switch (approved make) on existing sheet metal switch board having Bakelite / Perspex top cover by screws after making housing for switch by cutting Bakelite / Perspex cover & making necessary connections as required.
130
-
27.54
Supply & fixing 250V 5A flush type plug socket (Anchor make), without switch & plug top on existing sheet metal switch board having Bakelite / Perspex top cover by screws after making housing for plug by cutting Bakelite / Perspex top cover & making necessary connections with PVC wire & earth continuity wire.
24
-
36.72
Supplying & fixing CRC sheet metal (16 SWG) JB-cum-Switch board of the following sizes complete with three no. suitable size copper bar with holes (for phase, N & E) ffixed on Bakelite / hard rubber insulator over the MS welded chairs incl. Bakelite / Perspex / colour Perspex (wall matching colour) top cover 3mm thick flushed in wall for housing the board after cutting the wall by electric operatedc cutting machine incl. making earthing attachment, painting & mending good damages to building works.
200mm x 150mm x 65mm
15
-
282.54
Supplying & Fixing sheet metal inspection box (16 SWG) of the following sixes flushed in wall by housing the same after cutting brick wall by Electic operated cutting machine incl. marking earthing attachment, painting and mending good damages of building works.
150 mm X 100 mm X 65 mm
12
-
145.86
175 mm X 100 mm X 65 mm
6
-
160.14
Supplying and Drawing 1.1 KV single core stranded "FR" PVC insulated & unsheathed single core stranded copper wire (approved make) of the following sizes in the prelaid pipe and by the prelaid GI fish wire and making necy. Connection as required.
3 X 22/0.3 (1.5 sqmm)
150
-
48.96
3 X 36/0.3 (2.5 sqmm)
150
-
75.48
Fixing only single / twin fluorescent light fitting complete with tube lamp directly on wall / ceiling with ceiling plates, nipples as required.
20
-
149.94
Fixing only single / twin florescent light fitting suspended 25 cm bellow the ceiling with 2 No. 20 mm dia EI conduit (14 SWG) supports fixed with “L” type MS clamp whose one side inserted within the ceiling reinforcement and other side connected with the suitable size of bolts and nuts incl. S&F EI conduit “L” type (125mm x 125mm) 6mm thick and 25mm with MS clamps and connecting the length of PVC insulated wire and mending good damages to original finish and painting etc.by 2x24/0.20 mm flexible copper wire of 1.10 mt. length.
80
-
202.98
Extra for suspension exceeding 25cm with S & F additional 2 no. 20mm dia E.I. conduit (14 SWG) supports & necessary PVC insulated wire & painting etc. as required by 2x24/0.20 mm flexible copper wire of 1.10 mt. length
40
-
158.1
Painting upto 8 letters of the engraved number with approved black paint / red paint as required
55
-
11.22
Supply & fixing of following rating, 240/415 Volts, MCB.
63 A, 415V, FP MCB
7
-
1771.74
(6-32)A, 240V, DP MCB
1
-
530.4
40 A, 240V, DP MCB
3
-
860.88
Providing and fixing step type Electronic fan regulator.
6
-
240.72
Fixing only ceiling fan complete with blade, canopy, fork, rubber bush etc. incl. S&F connecting wire for down rod upto 30 cm incl. painting the down rod with approved paint and making necy connection by 3 x 1.5 sq mm pvc copper wire.
5
-
67.32
Extra for supplying additional wire for down rod & painting the rod exceeding 30 cm by 2 x 1.5 sq mm flex copper wire.
10
-
44.88
Providing of Gravity Louver shutter of superior quality made out of Aluminium sheet with enamel paint including cost of nuts, bolts, etc as reqd.
300 mm sweep
6
-
206.7
Fixing only exhaust fan after making hole in wall and making good damages and cement finish etc. as practicable as possible and providing necy. Length of pvc copper wire and making connection for exhaust fan of following diameter:
300 mm sweep
6
-
335.58
Supply & fixing of ordinary holder for ceiling mounted bracket light.
25
-
38.76
Installation, testing & commissioning of 20A, 240 Volts, industrial plug & socket, factory fabricated, A.C. sheet steel enclosed, duly painted. The individual unit shall be mounted on wall. The rate shall be inclusive of supply of all fixing materials, painting, making holes, repairing of the civil damages complete.
6
-
922.08
Supplying of following as required
GI conduit (ISI marked embossed on conduit surface)
20 mm.
150
-
108.52
25mm.
150
-
151.88
MS circular box
70
-
14.28
GI elbows
100
-
18.36
GI bends
70
-
18.36
PWD Schedule Items Of External Electrical Works At HOOGLY
Laying on Wall / surface with Saddles / clamps
Laying of cable upto 2 core 25 sqmm on wall / surface incl. S & FMS saddles with earthing attachment in 10 SWG GI (Hot Dip)Wire, making holes etc. as necy. mending good damages and painting.
200
-
58.14
Laying of cable upto 3/4 core 25 sqmm on wall / surface incl. S & FMS saddles with earthing attachment in 10 SWG GI (Hot Dip) Wire, making holes etc. as necy. mending good damages and painting
40
-
61.2
Laying of cable from 3/3½ core 35 sqmm to 50 sqmm onwall / surface incl. S & F MS saddles with earthing attachment in 2x 10 SWG GI (Hot Dip) Wire, making holes etc. as necy., mending good damages and painting.
15
-
72.42
Laying through RCC / Hume / GI Pipe
Laying only Cable upto 50 sqmm through existing RCC / Hume / GI Pipe / open masonary trench for single, 2, 3, 3½ & 4 core
60
-
43.86
Laying through Underground Trench
Laying of one no. cable upto 35 sqmm in underground trench 460mm wide x 760 mm average depth, with brick protection on thetop of the cable with 8 (eight) Nos. bricks per metre, including filling the space between the brick & cable and also the trenchwith shifted soil, leveling up and restoring surface duly rammed.
45
-
165.24
Laying through Underground Trench
Laying of two cables upto 35 sqmm in an underground trench in single tier formation (horizontal), the trench size : 680 mm x 760mm average depth, with brick protection on the top of each cable8 (eight) Nos. bricks per Mtr. and 4 (four) Nos. bricks per Mtr. as separator between the bricks and cables and also trench to befilled up with shifted soil, levelling up and restoring surface duly rammed.
50
-
307.02
Laying through Underground Trench
Laying of three cables upto 35 sqmm in an underground trench insingle tier formation (horizontal) the trench size : 915 mm x 760mm average depth with brick protection on the top of each cable with 8 nos. bricks per Mtr. and 4 nos. bricks per mtr. as separator between the cables including filling the space between the bricks and cables and also the trench with shifted soil, levelling up and restoring surface duly rammed
20
-
446.76
Compression Glands
Supplying and fixing compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture-proof entry of XLPE / PVC armoured cables as below :
For 2 core
upto 4 sqmm
12
-
64.26
upto 4 sqmm
50
-
117.3
upto 16 sqmm
8
-
134.64
upto 25 sqmm
4
-
165.24
Finishing cable ends
Finishing the end of following XLPE / PVC armoured cables by crimping method incl. supplying and fixing solderless socket (Dowels make), tapes, anticorrosive paste & jointing materials :
4 core 4 sqmm cable
100
-
61.2
4 core 16 sqmm cable
8
-
96.9
4 core 25 sqmm cable
4
-
117.3
Set comprises of all leads of the cable
GI Pipe Protection
Supplying & fixing medium gauge GI Pipe (TATA-Medium orISI-Medium) Protection with necessary fittings and jointing metarials as required
50 mm dia
10
-
336.6
80 mm dia
10
-
539.58
100 mm dia
15
-
766.02
For protection purpose, TATA-M pipes can only be used in special cases subject to approval of the concerned Superintending Engineer
Supplying & Fixing bulkhead light fitting (Bajaj make) on wall / ceiling incl. S & F suitable 100 watts lamp complete with glass wire-guard and holder
10
-
590.58
Fixing only lamp.
40
-
5.1
Earthing Installation – with Pipe Electrode :
Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts.long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm diax 80 mm long GI bolts, double nuts, double washers incl. S & F15 mm dia GI pipe protection (1 Mts. long) to be filled withbitumen partly under the ground level and partly above groundlevel driven to an average depth of 3.65 Mts. below the groundlevel & restoring surface duly rammed as below
For Soft Soil
By TATA-Medium GI pipe
5
-
1554.48
Extra for providing masonery enclosure on the top of the earth electrode of overall size 86.36 cm x 86.36 cm x 46 cm deep (below Ground level) complete with cemented brick work(1:6)of 25 cm width duly plastered with cement morter (inside) CIhinged inspection cover of size 36.56 cm x 35.56 cm with locking arrangement, GI reducer including drilling of 46 nos.12 mm dia holes on the GI pipe
10
-
933.3
Extra for treatment of soil by using salt & charcoal or coke for pipe electrode (for soft soil).
10
-
541.62
Earth Busbar
Supplying & fixing earth busbar of galvanized (Hot Dip) MS flat 25 mm x 6 mm on wall having clearance of 6 mm from wall including providing drilled holes on the busbar complete withGI bolts, nuts, washers, spacing insulators etc. as required
6
-
159.12
Earth Continuity Conductor
Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of size as below on wall/floor with staples buriedinside wall/floor as required and making connection toequipments with bolts, nuts, washers, cable lugs etc. asrequired and mending good damages
No. 8 SWG
120
-
6.12
Schedule of rates for installation of Lightning Conductor
S & F Lightning conductor Air-terminals made of 15 mm dia 1500mm long GI pipe (ISI Medium) having five prongs of 4 SWG GI (Hot Dip) wire at top with 85 mm dia 6 mm thick GI base plate at bottom incl. necessary holes etc. duly grouted on the parapet etc.in CC mortar (4:2:1)
20
-
436.56
Hiring charges for scaffolding arrangement including dismantling at the end of work and carriage, for LC installation, per storey of building per vertical run
3
-
158.1
Supply & fixing GI (Hot Dip) strips 20 mm x 3 mm thick for horizontal run on the Parapet / Roof / Wall with GI Saddles 1100mm apart incl. mending good the damages to building works
100
-
63.24
Supply & fixing of GI (Hot Dip) strips 20 mm x 3 mm thick for vertical run on wall with GI saddles spaced not exceeding 1000mm apart incl. mending good damages to building work
70
-
88.74
Making soldered joints between conductor / conductor & airterminals by 7/10 stranded GI (Hot Dip) wire incl. supply of jointing materials & painting with 2 (two) coats of Bituminous paint
20
-
71.4
Making soldered joints between conductor / down pipes / other metallic objects by 7/10 stranded GI (Hot Dip) wire incl. supply of jointing materials & painting with 2 (two) coats of Bituminous paint
20
-
92.82
Supply & Fixing of Testing Joints by 20 mm x 3 mm thick GI (HotDip) strip 125 mm long grouted on wall having clearance of 6 mm from wall for making connection with thimbles at the end of 7/10 SWG GI (Hot Dip) stranded Wire and 4 SWG GI (HotDip) wire of vertical conductor and conductor from earth electrode complete with S & F thimbles, GI bolts, nuts, check-nuts, spring washers etc. as required.
30
-
173.4
Supplying and Fixing CI water proof looping cable box having hinged CI Top Cover having 4 mm thick with rubber gasket Linning, railway type mechanical locking arrangement, earthing terminal etc. of the following sizes as indicated below,Comprising of one 250V, 15A Kit-Kat fuse unit, one NL on porcelain insulator etc. and housing the same in pole muffing incl. addition and altration to the existing CC muffing (6:3:1) after dismating the damaged looping cable bow etc. where necy. incl. painting (250 X 250 X 100)
20
-
602.82
Fixing outdoor type fluorescent/SV/MV light fitting on pole including S&F 40mm dia x 1.68 mts. Long GI pipe (ISI-Medium) bracket with 40mm x 10 mm thick, MS clamp etc. and providing wiring with 2x1/1.40 insulated and sheathed wire (single core) from loop box at base of pole to light fitting through pole & bracket (without control switch) including making connections & painting.
6
-
1361.7
Supplying and Drawing 1.1 KV single core stranded "FR" PVC insulated & unsheathed single core stranded copper wire (approved make) of the following sizes in the prelaid pipe and by the prelaid GI fish wire and making necy. Connection as required.
3 X 22/0.3 (1.5 sqmm)
200
-
48.96
3 X 36/0.3 (2.5 sqmm)
75
-
75.48
Add 12% G.S.T. + 1 % L.W.Cess
1
-
11756657.23
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