West Bengal State Cooperative Marketing Federation Limited Tender
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West Bengal State Cooperative Marketing Federation Limited - BENFED Tender
Eprocure
Opening Date8 Feb 2021
Closing Date2 Mar 2021
Tender Amount₹ 7,32,61,198
Costs
EMD
₹ 14,65,224Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2021_SCMFL_324593_1Bid Award Id
ViewTender No
SCMF/MD/ENG/NIT-72/2020-21Tender Authority
West Bengal State Cooperative Marketing Federation Limited ViewPurchaser Address
-Website
http://https://www.benfed.org/
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Documents
BOQ Items
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) (A) Pakur Variety (1:3:6)
In ground floor
25
-
4233
Brick work with 1st class bricks in cement mortar (1:6
(a) In foundation and plinth
50
-
4243
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 concrete surface. Including throating, nosing and drip course where necessary (¡) With 6:1 cement mortar (internal), 15mm plaster
GR.FL
450
-
135
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.
450
-
34
B. MAIN GODOWN BUILDING
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.
(a) Depth of excavation not exceeding 1,500 mm
42.66
-
11927
(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm but not requiring shoring
17.77
-
19238
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.
45.18
-
7754
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
By fine sand
36.12
-
48741
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand
4100
-
266
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) (A) Pakur Variety (1:3:6)
In ground floor
360.1
-
4233
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 by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. area. The work shall be carried out as per specification described in 6.2.1. of code IS-6313 (part -II) 1981.( Mode of measurment will be the plan area of foundation treated.)
4800
-
93
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
(b) M 25 Grade
FOUNDATION
1430
-
6387.26
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 worka.(upto roof of ground floor)
(c ) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work upto 1st fl
5363.26
-
363
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 black annealed wire at every inter-section, complete as per drawing and direction.
(a) For works in foundation, basement and upto roof of ground floor /upto 4 m.
(ì) Tor steel/Mild steel III. OTHER MANUFACTURERS NOT
SPECIFIEDFoundation UPTO 1ST floor ( gf roof)
200.2
-
70555.62
Neat cement punning about 1.5mm thick in wall, dado, window
sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.
520.46
-
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 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
(iii) 35 mm. thick
5250
-
298
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.
2222.33
-
24
Brick work with 1st class bricks in cement mortar (1:6)
(a) In foundation and plinth
119.08
-
4243
(b) In superstructure, ground floor
216.7
-
4466
125 mm. thick brick work with 1st class bricks in cement mortar (1:4)
gr floor
158.55
-
592
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 concrete surface. Including throating, nosing and drip course where necessary (¡) With 6:1 cement mortar (internal), 15mm plaster
GR.FL
1397.63
-
135
(ii) With 1:4 cement mortar, ceiling, 10 mm thk
GR. FLOOR
500
-
122
(¡) With 6:1 cement mortar ( external)
20 mm. thick plaster
gr floor
1775.34
-
153
Labour for Chipping of concrete surface before taking up Plastering work.
500
-
21
(a) 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. Ground Floor
60
-
3270
(b) Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars. [The extra rate admissible for the openable portion only]
GR FL
20
-
2199
Supplying best Indian Sheet glass 5 mm thick including cutting to required sizes,setting on putty bases and fitted and fixed with teak glazing beads (19 mm x 12 mm) including putty and nails as necessary complete. (In all floors for internal wall & upto 6 m height for external wall)
20
-
948
(vi) steel peg stay 300 mm long including fitting and fixing
40
-
25
(v) Two point nose aluminium handle including fitting and fixing
40
-
40
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 sal wood battens of size 37.5mmx25mm).
In ground floor
(b) 25mm mesh at gr fl
20
-
378
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.
60
-
4330
M.S. structural works with hollow sections (square or rectangular shape) 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. 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
c) Span beyond 20 Mtr and up to 30 Mtr
150
-
77823
Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed
16mm bolt
(b) 450 mm long
48
-
165
(iii) 25 mm dia
(a) 450 mm long.
64
-
325
(iv) 32 mm dia:
(b) 500 mm long
240
-
508
Supplying, fitting, fixing bolts with nuts, washer
(i) 10 to 16 mm dia:
(b) Length above 75 mm and upto 150 mm.
2729.17
-
146
(ii) 20 to 25 mm dia bolt:
(c) Length above 150mm
56.32
-
127
ROOFING AND SIDE SHEETING
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 having minimum yield strength of 550 Mpa of trapizoidal profile of approved make(excluding the supporting frame work) fitted and fixed with55 mm & 25 mm self tapping screw, EPDM Washer 16 mm
dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work).
a) With 0.5 mm thick sheet
3200
-
896
Galvanised corrugated iron sheet work (excluding thesupporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to
be supplied by contractor
(ii) In wall:-
c) With 0.80 mm thick sheet
150
-
791
Galvanised iron sheet ridging fitted with necessary bolts,
screws, washers etc complete.(225mm end lapping
(B) 450 mm lapping each way
(c) With 0.80 mm sheet
60
-
593
Galvanised iron sheets valley gutter with perimeter not less than 750 mm with 225 mm lap each way fitted and fixed with necessary bolts, nuts, screws, etc.complete. Valley gutter made of 0.63 mm. thick sheets. (300mm End lapping)
120
-
543
Applying decorative cement based paint of approved quality after mpreparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification
(iii) Two coats
gr. Floor
1897.63
-
49
Applying 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 EIC. (In Ground Floor)
(i) Internal surface (All floors)
(b) Two coats i) Water based interior grade Acrylic Primer
GR FL
18.98
-
4420
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or 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
(a) TWO Coat
GR.FL
17.75
-
4510
Protective and Decorative Acrylic exterior emulsion paint of approvedN quality, as per manufacturer's specification and as per direction of Engineer-in-Charge 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.
b) Premium 100% Acrylic Emulsion
GR FLOOR
1775.34
-
84
a) Priming one coat on steel or other metal surface with synthetic oilbound primer of approved quality including smoothening surfaces by sand
papering etc.
4573
-
29
(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)
4573
-
79
Supplying, fitting and fixing PVC pipes of approved make of Schedule 80(medium duty) conforming to ASTMD - 1785 and threaded to match withGI Pipes as per IS : 1239 (Part -I). with all necessary accessories,specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrewreducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will
be made seperately
(a) For Exposed Work
200 mm
80
-
2703
(D) Long Bend (90 Degree)
16
-
3179
C. TOILET BLOCK & OFFICE
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.
(a) Depth of excavation not exceeding 1,500 mm
0.18
-
11927
(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm but not requiring shoring
0.05
-
19238
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.
0.55
-
7754
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
DO BY FINE SAND
0.55
-
48741
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand
43.25
-
266
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) (A) Pakur Variety (1:3:6)
In ground floor
5.39
-
4233
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 by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. area. The work shall be carried out as per specification described in 6.2.1. of code IS-6313 (part -II) 1981.( Mode of measurment will be the plan area of foundation treated.)
36.43
-
93
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
(b) M 25 Grade
21.51
-
6387.26
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 worka.(upto roof of ground floor)
(c ) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work FOUNDATION
128.27
-
363
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 black annealed wire at every inter-section, complete as per drawing and direction.
(a) For works in foundation, basement and upto roof of ground floor /upto 4 m. (ì) Tor steel/Mild steel Foundation UPTO 1ST floor ( gf roof)
2.9
-
70555.62
Neat cement punning about 1.5mm thick in wall, dado, window
sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.
55.68
-
34
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.
43.25
-
24
Brick work with 1st class bricks in cement mortar (1:6)
(a) In foundation and plinth
7.78
-
4243
(b) In superstructure, ground floor
15.1
-
4466
c) at 1st floor
5.44
-
4577
125 mm. thick brick work with 1st class bricks in cement mortar (1:4)
gr floor
8.68
-
592
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 concrete surface. Including throating, nosing and drip course where necessary
(¡) With 6:1 cement mortar (internal), 15mm plaster
GR.FL
74.92
-
135
1ST FL.
24.15
-
139
(ii) With 1:4 cement mortar, ceiling, 10 mm thk
GR. FLOOR
36.43
-
125
(¡) With 6:1 cement mortar ( external)
gr floor
142.02
-
153
1st floor
30.19
-
157
Labour for Chipping of concrete surface before taking up Plastering work.
36.43
-
21
Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame
exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals
(c) Sal : Siliguri
0.15
-
87222
Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but
excluding the cost of hinge and other fittings.
In ground floor.
(In case of non-supply of single plank, penal rate of reduction of 20% will be made)
(iii) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm
(b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak
5.25
-
2789
Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete ( 1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing.
(b) Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars. [The extra rate admissible for the openable portion only]
GR FL
4.68
-
2199
Supplying best Indian Sheet glass 5 mm thick including cutting to required sizes,setting on putty bases and fitted and fixed with teak glazing beads (19 mm x 12 mm) including putty and nails as necessary complete. (In all floors for internal wall & upto 6 m height for external wall)
4.68
-
948
(vi) steel peg stay 300 mm long including fitting and fixing
4
-
25
(v) Two point nose aluminium handle including fitting and fixing
4
-
40
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 sal wood battens of size 37.5mmx25mm).
In ground floor
(b) 25mm mesh at gr fl
4.56
-
378
Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.
(A) Floor
With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m.
(a) Area of each tile above 0.09 Sq.m
48.12
-
894
WALL
With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m.
(a) Area of each tile above 0.09 Sq.m
(i) Coloured decorative
25.7
-
1091
Applying decorative cement based paint of approved quality after mpreparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification
(iii) Two coats
gr. Floor
111.35
-
49
1st floor
24.15
-
56.1
Applying 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 EIC. (In Ground Floor)
(i) Internal surface (All floors)
(b) Two coats i) Water based interior grade Acrylic Primer
GR FL
1.11
-
4420
1ST FL
0.3
-
4420
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or 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
(a) TWO Coat
GR.FL
1.42
-
4510
1st floor
0.3
-
4581
Protective and Decorative Acrylic exterior emulsion paint of approvedN quality, as per manufacturer's specification and as per direction of Engineer-in-Charge 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.
b) Premium 100% Acrylic Emulsion
GR FLOOR
142.02
-
84
1ST FLOOR
30.19
-
91.1
D. SANITARY & PLUMBING, DRAIN
Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbow, nipple, long screw, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessories, specials. Payment for painting will be made separately)
(A) For Exposed Work
h (ii) 80 mm dia. medium quality
35
-
818
g (ii) 65 mm dia. medium quality
25
-
665
f (ii) 50 mm dia. medium quality
11
-
540
e (ii) 40 mm dia. medium quality
35
-
415
(ii) 32 mm dia. medium quality
40
-
355
(B) For concealed work
c) 25 mm. dia Medium Quality
70
-
364
Labour for fitting and fixing G.I. specials including cost of jointing
materials
(b) Socket, Reducing socket, Bend, Plain equal elbow, Reducing elbow,
Nipple, Short piece
(iii) Above 50 mm upto 80 mm dia
30
-
11
(ii) Above 25 mm upto 50 mm dia
70
-
10
(i) Upto 25 mm dia
18
-
7
(d) Cross, Union, Long screw
(iii) Above 50 mm upto 80 mm dia
4
-
11
(ii) Above 25 mm upto 50 mm dia
4
-
10
(a) Supplying, fitting and fixing E.W.C. in white glazed vitreous chinaware of approved make complete in position with necessary bolts, nuts etc.
(a) With ‘P’ trap
2
-
1421
Supplying fitting and fixing 10 litre porcelain low down cistern of approved make with either side or bottom inlet, side over flow, brackets complete with all internal fittings
i) white
2
-
2297
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) (A) Pakur Variety (1:3:6)
In ground floor
10.76
-
4912
Closet seat of approved make with lid & C.p. hinges, rubber buffer and brass screws supplied, fitted and fixed complete.
i) Bestolite ( solid type ) White
2
-
715
Supplying,fitting and fixing 32 mm dia. Flush Pipe of approved make with
necessary fixing materials and clamps complete
ii) C. P. Flush Pipe
2
-
295
Supplying, fitting and fixing white vitreous china best quality approved make wash basin with C.I. Brackets on 75 mm. x 75 mm wood blocks,C.P. waste fittings of 32 mm dia, one approved quality brass C.P. pillar cock of 15 mm dia, C.P. chain with rubber plug of 30 mm dia, approved quality P.V.C. waste pipe with C.P. nut 32 mm dia, 900 mm long approved quality P.V.C. connecton pipe with heavy brass C.P nut including mending good all damages and painting the brackets with two coats of approved paint. (ii) 550 mm X 400 mm size
2
-
2208
Supplying, fitting and fixing complete Bottle waste trap (Heavy Quality)
(a) Chromium plated Bottle trap 32 mm with 190 mm long connecting pipe
and wall flange (Equivalent to Code No. 545 & Model - Tropical /
Sumthing Special of ESSCO or similar brand
2
-
629
Supplying, fitting and fixing best quality Indian make mirror 5.5 mm thick
with silvering as per I.S.I. specifications supported on fibre glass frame of
any colour, frame size 550 mm X 400 mm
(i) Recessed soap tray of size 150 mm X 150 mm
2
-
613
Supplying, fitting and fixing porcelain soap tray of approved make
(i) Recessed soap tray of size 150 mm X 150 mm
2
-
338
Supplying, fitting and fixing Flat back urinal (half stall urinal) in white
vitreous chinaware of approved make in position with brass screws on 75
mm X 75 mm X 75 mm wooden blocks complete
(i) 635 mm X 395 mm X 420 mm
2
-
2869
Supplying, fitting and fixing urinal flush pipe fittings of approved brand
(c) C.P. urinal flush pipe fittings range of three
2
-
1248
Supplying, fitting and fixing towel rail with two brackets.
b) ALUMINIUM
(iii) 25 mm dia. and 750 mm long
2
-
187
Supplying, fitting and fixing 18 mm thick marble partition slab with chawk
doongri marbel square cut, both sides polished with two front corners
rounded and edges polished
2
-
1426
Supplying,fitting &fixjng Half round channel with or without outlet as required set in cement concrete ( 6 ;3;1 ) with jhama chips complete
(i) 600mmx100mm white vitreous chinaware
2
-
466
H.C.I. bell mouth plain trap supplied, fitted and fixed with lead jointing complete 100 mm dia and painting two coats to the exposed surface with approved paint complete. (Payment of Painting will however be paid separately).
2
-
845
Supplying, fitting and fixing Aluminium domical grating
i) 125 mm
8
-
56
Supplying, fitting and fixing bib cock or stop cock
C (ii) Chromium plated Bib Cock with wall flange (Equivalent to Code No.
5047 & Model - Florentine of Jaquar or similar brand).
8
-
861
Supplying, fitting and fixing bib cock or stop cock
(ii) Chromium plated concealed Stop Cock heavy duty (Equivalent to
Code No. 5083 & Model - Florentine of Jaquar or similar brand
8
-
953
Supplying, fitting & fixing approved patent vent cowl I.C.I. conforming to I.S.S.painting two coats to the exposed surface with approved paint complete (payment of painting will however be paid seperately )
b) 100 mm. dia
1
-
367
Supplying, fitting and fixing peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg. sqcm.) (Note; item (i), (ii) and (III) to be done as per speciffic diirection of the Superintending,Engineer)
vi) 32 mm.
4
-
1258
Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only) (ii) 80 mm dia
2
-
5591
(iii) 65 mm dia
2
-
3929
(iv) 50 mm dia
2
-
2277
(v) 40 mm dia
4
-
1590
Supplying PVC water storage tank of approved quality with closed top with lid (black-multi layer)4000 lt. capacity.
1
-
20821
Labour for hoisting P.V.C water storage tank from G.L. to the roof 2500 lt. capacity.
a) Upto 1st storey from G.L.
(ii) Above 1500 litre upto 5000 litre capacity
1
-
154
b)Labour for punching hole upto 50mm dia.
6
-
19
Supplying, fitting and fixing approved brand P.V.C. Connector white flexible with both end coupling with heavy brass over C.P. nut 15 mm. dia.
a) 750 mm. long
6
-
117
Supplying, fitting and fixing approved brand 32mm P.V.C. waste pipe with coupling at one end fitted with neessory clamps.
a) 750 mm. long
6
-
59
Supplying,fitting and fixing 32 mm dia. Flush Pipe of approved make with necessary fixing materials and clamps complete.
ii) C. P. Flush Pipe
2
-
295
Supplying, fitting and fixing self closing C.P. water tap of approved brand
and make - 15 mm dia.
2
-
273
Supplying, fitting and fixing PVC pipes of approved make of Schedule 80
(medium duty) conforming to ASTMD - 1785 and threaded to match with
GI Pipes as per IS : 1239 (Part - I). with all necessary accessories,
specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew,
reducing socket, reducing tee, short piece etc. fitted with holder bats
clamps, including cutting pipes, making threads,fitting, fixing etc.
complete in all respect including cost of all necessary fittings as
required,jointing materials and two coats of painting with approved paint
in any position above ground. (Payment will be made on the centre line
measurements of total pipe line including all specials. No separate
payment will be made for accesories, specials. Payment for painting will
be made seperately
(a) For Exposed Work
100 mm
60
-
1134
Supplying, fitting and fixing PVC pipes for underground work of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes,
making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment
will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories,
specials
(i) 200 mm
125
-
2716
Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manhole cover(heavy type)of approved make supplied, fitted and fixed in the 100mm thick R.C.C (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4 : 1) with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4 : 1) to outside wall upto 200 mm below G.L floor finished with 25 mm thick grey artificial stone over 100 mm thick R.C.C(1:1.5:3) bottom slab including supplying, fitting and fixing all necessry specials, fittings, S.W. tees, C.I. foot rest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary,
ramming, dressing the bed and fefilling the sides of the tanks with earth, removing spoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 0.5% by weight of cement with all costs of labour and materials. Note:- (i) Finished level of Septic Tank should be 400 mm. from Ground Level. (ii) Height of 50 mm. Ventilation pipe &Mosquito proof mesh, should be follwed as per IS:2470,Part-
I.Payment will be made separetly on the basis of actual height based on relevant
I.S.Code
(vi) For 100 users
A) With Pakur variety. (SAIL/TATA/RINL)
1
-
107536
Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L.
and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover
slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials.
With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia
(SAIL/TATA/RINL)
1
-
15480
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.
(a) Depth of excavation not exceeding 1,500 mm
0.2
-
11927
Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips
over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per
direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials
i) With Pakur variety (Other than SAIL/TATA/RINL).
iii) Extra for each additional depth of 150 mm or part thereof beyond initial 600 mm depth.( 3 TIMES)
4
-
6882
Constructing Inspection pit to a depth of 1.5 metre (inside), 250 mm thick 1st class brick work (1:4) in all sides over a layer of jhama brick soling and 150 mm thick cement concrete with stone chips (1:3:6) including necessary earth work, fitting and fixing approved type S.W. master trap, constructing masonry invert with cement concrete (1:1.5:3) with stone chips, plastering inside and outside (outside upto 300 mm below G.L.) with 20 mm thick cement plastering (1:4) and neat cement punning, including supplying,fitting and fixing one 560 mm. dia R.C.C. manhole cover of approved make with R.C.C. slab of 100 mm thick with cement concrete (1:1.5:3) with
stone chips including necessary reinforcement (upto 1%) and shuttering and necessary corbelling brick work (1:4) so that the R.C.C. cover slab rests 150 mm above adjucent G.L., cement plaster (1:4) 10 mm thick on all external surfaces of the top slab as directed complete in all respect and removal of surplus earth with all costs of labour and materials (excluding the cost of master trap only
(i) 900 mm X 750 mm (inside) chamber including fitting and fixing S.W. master trap of 150 mm dia. of approved make
A) With Pakur variety. (Other than SAIL/TATA/RINL)
12
-
11247
E. TUBE WELL
Labour for boring through any type of soil for sinking tube well of required dia. with top enlargement by rig boring system (either by reserve circulation or by direct rotary method) including hire charges and labour for rig machine, tools and plants, staging, force pumping set and making arrangement for water required for boring etc. complete and lowering of pipes, strainers, blind pipes etc. complete.
a) For depth upto 250 metre for 100 mm dia. Tube well with top enlargement of 200 mm dia.(upto 50 metre).
(i) First 50 metre
50
-
1014
(ii) Next 50 metre
50
-
883
(ii) Next 50 metre
50
-
1055
(iv) Rest 50 metre
50
-
1091
Supplying, fitting and fixing in position G.I.pipes of TATA make for underground works with all necessary accessories,specials viz.socket, bend, tee, union, cross, elbow, nipple, short piece etc.including cost of all materials,jointing materials, cutting pipes,making threads,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I. pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.Payment for painting will be made seperately)80 mm dia medium quality
(ix) 150 mm dia. medium quality
100
-
1510
(ix) 100 mm dia. medium quality
50
-
1006
Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239
(Part - I).
200 mm
50
-
2134
Supplying G.I. pipe strainer with brass net & jacketted of approved quality.
(iii) 80 mm dia
25
-
1875
Supplying, fitting and fixing plug of approved make conforming to I.S. specifications.50mm dia
4
-
71
Supplying,fitting and fixing check valve (horizontal) G.M. tested to 21 kg per sq. cm.50mm dia
4
-
2203
Supplying, fitting and fixing heavy type bell mouth reducing socket.ii) 50 mm X 100 mm
4
-
455
Supplying, fitting and fixing G.I. cap at top 100mm
4
-
139
Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with 'V' notch including hire and labour charges for all tools and plants and scaffolding as required.
3
-
7538
Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction.
3
-
1231
Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-incharge including cost of all materials labour and equipment complete.
2.2
-
2029
Packing annular space between the outside of the housing pipe and the bore with puddled clay balls of approved size as per direction of the Engineer-in-charge with cost of all materials and labour complete.
1
-
417
Providing and fixing bell plug as required upto 250 mm (internal) dia. ERWMS pipe including cost of materials and labour complete.
3
-
431
Supplying, fitting and fixing 300 mm M.S. housing clamp of approved quality.
3
-
2235
Providing 200 mm centre guide.with clump
3
-
128
Geophysical investigation of the acquifer by electrologging system with all tools and plants as necessary including supply of necessary report.
4
-
8247
Supplying KSB Submersible Pump and Motor Set (Model Cora 7C/10 5 H.P. Star Delta Starting, 440 Volts, having capacity: 7 m3/hr @ 48 mtrs head. It includes Copper Cable 1 X 3 X 1.5 SQ. MM and Control Panel DOL starting with all necessary fittings complete.
1
-
45000
F. ROAD
Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary
(a) Depth up to 150 mm.
1155
-
14.4
(b) For each additional Depth of 150mm and part therof
1155
-
19
Extra for manual compaction of earth by rammers / hand roller in 250 mm layers including watering etc. if required. (Borrow pit measurement
2310
-
20
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
DO BY FINE SAND
12.51
-
48741
Providing, laying, spreading and compacting stone
aggregates of specific sizes to water bound
macadam specification including spreading in
uniform thickness, hand packing, rolling with
vibratory roller 8-10 tonnes in stages to proper grade
and camber, applying and brooming requisite type
of screening / binding materials to fill up the
interstices of coarse aggregate, watering including
lighting, guarding, barricading and making
necessary earthen bundh of one metre width on
each side and preparing the bed by necessary
cutting or filling, including cost of all materials and
hire and labour charges of all men and machinery
and compacting to the required density, as per
Clause 404 of Specifications for Road & Bridge Works
of MoRT&H (5th Revision
(ii) Grading-I Aggregate (63 mm to 45 mm) Using
Stone Screening Type B (11.2 mm)
B. Manual Means
83.6
-
2563.51
(iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm
B. Manual Means
83.6
-
2594.13
Supplying and laying brick Khoa of ordinary bats of size (38 mmx 63 mm)of approved quality in 100 mm layer (loose) filling in gaps with small ones rammed and compact as directed true to level and grade
836
-
143
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) (B) With N.B. Variety stone metal
In ground floor
83.6
-
4233
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
(b) M 25 Grade
206.25
-
6387.26
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 worka.(upto roof of ground floor)
(c ) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work
193.75
-
363
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 black annealed wire at every inter-section, complete as per drawing and direction.
(a) For works in foundation, basement and upto roof of ground floor /upto 4 m.
16.19
-
70555.62
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation
150 mm thick, foundation having 50 mm projection
beyond kerb stone, kerb stone laid with kerb laying
machine, foundation concrete laid manually, all
complete as per clause 409 of Specifications for
Road & Bridge Works of MoRT&H (5th Revision). (The
rate is inclusive of cost of all materials, labour, hire
and usage charges of machinery and all incidental
charges in this connection.)
A) Using Concrete Mixer
200
-
280
Supplying and laying open mesh Jute Geotextile (JGT)
for slope protection in road embankments, having
overall weight of 500gm/m2, thickness 5 mm, width
1220 mm, strength 10 KN/m (in warp direction) and 7.5
KN/m (in weft direction) on slopes of embankments
dressed and cut to a stable gradient, providing side
lapping of 100 mm and horizontal lapping of 250 mm
including cutting and anchoring trenches upto 150
mm depth at top and bottom of slope and refilling the
same with excavated earth as per direction
complete.
290
-
29.6
Bituminous filler of approved type in expansion joints of
dummy joints including finishing the top surface as directed
0.83
-
46603
G. BOUNDARY WALL
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.
(a) Depth of excavation not exceeding 1,500 mm
4.17
-
11927
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.
3.93
-
7754
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
DO BY FINE SAND
10.64
-
4233
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
(b) M 25 Grade
59.54
-
6387.26
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 worka.(upto roof of ground floor)
(c ) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work FOUNDATION
438.37
-
363
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 black annealed wire at every inter-section, complete as per drawing and direction.
(a) For works in foundation, basement and upto roof of ground floor /upto 4 m. (ì) Tor steel/Mild steel Foundation UPTO 1ST floor ( gf roof)
7.2
-
70555.62
Brick work with 1st class bricks in cement mortar (1:6)
(a) In foundation and plinth
28.38
-
4243
125 mm. thick brick work with 1st class bricks in cement mortar (1:4)
gr floor
227
-
592
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 concrete surface. Including throating, nosing and drip course where necessary
(¡) With 6:1 cement mortar (internal), 15mm plaster
GR.FL
381
-
135
(¡) With 6:1 cement mortar (internal), 20mm plaster
457.2
-
153
Labour for Chipping of concrete surface before taking up Plastering work.
50.8
-
21
(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
Ground Floor (ii) Grill weighing above 16 Kg./sq.mtr and above
12
-
9696
Applying decorative cement based paint of approved quality after mpreparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification
(iii) Two coats
gr. Floor
381
-
49
Applying 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 EIC. (In Ground Floor)
(i) Internal surface (All floors)
(b) Two coats i) Water based interior grade Acrylic Primer
GR FL
3.81
-
4420
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or 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
(a) TWO Coat
GR.FL
4.57
-
4510
Protective and Decorative Acrylic exterior emulsion paint of approvedN quality, as per manufacturer's specification and as per direction of Engineer-in-Charge 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.
b) Premium 100% Acrylic Emulsion
GR FLOOR
457.2
-
84
a) Priming one coat on steel or other metal surface with synthetic oilbound primer of approved quality including smoothening surfaces by sand
papering etc.
56
-
29
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- 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
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 structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate 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 initiial 8m. or part thereof.
I) For structural members of specified sections weighing less than 22.5 Kg./m
0.55
-
74571
Supplying fitting and fixing 600 mm ( ±30 mm) diametre R.B.T(Reinforced Barbed Tape) Concertina fencing on wall top usingconcertina coils stretched to approx.6 meters length at site clippedwith two nos. of horizontal R.B.T strands which will be tensioned and fixed with the vertical M.S angle iron posts by means of security fasteners (such as 'C' clips, R.B.T clips etc
127
-
408
H. WAY BRIDGE BUILDING
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.
(a) Depth of excavation not exceeding 1,500 mm
0.15
-
11927
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.
0.13
-
7754
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
DO BY FINE SAND
0.37
-
48741
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand
15.21
-
266
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) (A) Pakur Variety (1:3:6)
In ground floor
2.37
-
4233
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 by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. area. The work shall be carried out as per specification described in 6.2.1. of code IS-6313 (part -II) 1981.( Mode of measurment will be the plan area of foundation treated.)
19.36
-
94
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
(b) M 25 Grade
FOUNDATION
9.07
-
6387.26
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 worka.(upto roof of ground floor)
(c ) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work FOUNDATION
136.81
-
363
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 black annealed wire at every inter-section, complete as per drawing and direction.
(a) For works in foundation, basement and upto roof of ground floor /upto 4 m. (ì) Tor steel/Mild steel Foundation UPTO 1ST floor ( gf roof)
1.22
-
70555.62
Neat cement punning about 1.5mm thick in wall, dado, window
sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.
10.56
-
34
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.
15.21
-
24
Brick work with 1st class bricks in cement mortar (1:6)
(a) In foundation and plinth
1.62
-
4243
(b) In superstructure, ground floor
11.1
-
4466
125mm thick brick work with 1st class brick in cement morter (1:4)
50
-
592
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 concrete surface. Including throating, nosing and drip course where necessary (¡) With 6:1 cement mortar (internal), 15mm plaster
GR.FL
41.19
-
135
1ST FL.
7.92
-
139
(ii) With 1:4 cement mortar, ceiling, 10 mm thk
GR. FLOOR
15.21
-
122
(¡) With 6:1 cement mortar ( external)
20 mm. thick plaster
gr floor
63.36
-
153
1st floor
12.32
-
157
Labour for Chipping of concrete surface before taking up Plastering work.
15.21
-
21
Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame
exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals
(c) Sal : Siliguri
0.04
-
87222
Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but
excluding the cost of hinge and other fittings.
In ground floor.
(In case of non-supply of single plank, penal rate of reduction of 20% will be made)
(iii) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm
(b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak
0.8
-
2789
Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete ( 1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing.
(b) Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars. [The extra rate admissible for the openable portion only]
GR FL
4.05
-
2199
Supplying best Indian Sheet glass 5 mm thick including cutting to required sizes,setting on putty bases and fitted and fixed with teak glazing beads (19 mm x 12 mm) including putty and nails as necessary complete. (In all floors for internal wall & upto 6 m height for external wall)
4.05
-
948
(vi) steel peg stay 300 mm long including fitting and fixing
2
-
25
(v) Two point nose aluminium handle including fitting and fixing
2
-
40
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 sal wood battens of size 37.5mmx25mm).
In ground floor
(b) 25mm mesh at gr fl
4.05
-
378
Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.
(A) Floor
With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m.
(a) Area of each tile above 0.09 Sq.m
17.55
-
894
Applying decorative cement based paint of approved quality after mpreparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification
(iii) Two coats
gr. Floor
56.4
-
49
1st floor
7.92
-
56.1
Applying 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 EIC. (In Ground Floor)
(i) Internal surface (All floors)
(b) Two coats i) Water based interior grade Acrylic Primer
GR FL
0.56
-
4420
1ST FL
0.08
-
4420
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or 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
(a) TWO Coat
GR.FL
0.63
-
4510
1st floor
0.12
-
4581
Protective and Decorative Acrylic exterior emulsion paint of approvedN quality, as per manufacturer's specification and as per direction of Engineer-in-Charge 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.
b) Premium 100% Acrylic Emulsion
GR FLOOR
63.36
-
84
1ST FLOOR
12.32
-
91.1
I. ELECTRICAL WORK
MCB DISTRIBUTION BOARD
Supplying and fixing 415V, TPN SFU with sheet steel enclosure on angle iron frame on wall with nuts bolts etc incl. S & F 3 nos. DIN type HRC fuse as per rating.
125A (Siemens or equivalent)
2
-
9370.2
Supplying and fixing double door Vertical TPN MCB Distribution board for MCCB incomer with IP-42/43 protection, on angle iron frame on wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment
12 way (Legrand or equivalent)
2
-
14721
Supplying and fixing 415 V Four Pole MCCB of Breaking capacity 25kA/35kA with fixed thermal and fixed magnetic / adjustable thermal and fixed magnetic setting in existing DBs / enclosure and necessary connection
125A (Legrand or equivalent)
2
-
8545.95
Supplying and fixing double-door SPN MCB Distribution Board with IP-42/43 protection, concealed in wall after cutting the wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment.
2+8 way Enclosure (607711).
10
-
1550.85
Supplying and fixing double door Horizontal TPN MCB Distribution board with IP-42/43 protection, concealed in wall after cutting the wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment
4 way Enclosure (607715).
10
-
2993.55
MCB
Supplying and fixing 240/415V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connection
6-32 A SP.
150
-
199.5
6-32 A DP.
20
-
573.3
32 A TP.
15
-
888.3
32 A FP.
10
-
1255.8
MCB ENCLOSURE
Supplying and fixing MCB SS enclosure with IP-20/30 protection, powder coated provision for two/four pole MCB, concealed in wall after cutting the wall & mending good the damages to original finish incl. painting, connection & provision for earthing attachment
2 Way.
5
-
283.5
WIRING WITH PVC INSULATED & UNSHEATHED SINGLE CORE STRANDED COPPER WIRE ‘'FR' – IN PVC RIGID CONDUIT 'FR' (ISI MARKED) ON WALL/CEILING
Distribution wiring in 1.1 KV single core stranded 'FR' PVC insulated & unsheathed copper wire (Brand approved by EIC) in 20mm size PVC rigid conduit 'FR' (Precision make) incl. necy. fittings as required
2 x 22/0.3 (1.5 sqmm) + 1 x 22/0.3 (1.5 sqmm) ECC
450
-
107.1
2 x 36/0.3 (2.5 sqmm) + 1 x 22/0.3 (1.5 sqmm) ECC.
1100
-
124.95
2 x 56/0.3 (4 sqmm) + 1 x 36/0.3 (2.5 sqmm) ECC.
450
-
156.45
Wiring With PVC Insulated & Unsheathed Single Core Stranded Copper Wire ‘'FR' – in PVC Rigid Conduit 'FR' (ISI Marked) on wall/ceiling
Distribution wiring in 2 x 22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire (Brand approved by EIC) in 20mm size PVC rigid conduit 'FR' (Precision make), with 1x22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire for ECC, to light/fan/call bell points with Piano Key type switch fixed on MS CRC sheet metal (16 SWG) switch board cum JB on wall complete with 2 no. suitable size “Ph & N” copper bar incl. bakelite/Perspex (wall matching color) top cover 3mm thick and incl. 175mmx100mmx65mm inspection box, making earthing attachment, painting the MS box and mending good the damages to original finish.
One light control by 1 switch
60
-
725.55
Two light control by 1 switch
45
-
891.45
Three light control by 1 switch
30
-
1057.35
Supply & Fixing 240 V, 6/16 A, 3 pin Modular type plug
socket (Brand approved by EIC) with 16A Modular type
switch, without plug top on 4 Module GI Modular type
switch board with top cover plate flushed in wall incl.
S&F switch board and cover plate and making necy.
connections with PVC Cu wire and earth continuity wire
etc.
45
-
478.8
1NO BLANK PLATE.(1M)
50
-
30
Supplying,installation,testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or
twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required. 1 output per phase and suitable for single phase supply
3
-
3657
MV CABLE
Supply of 1.1KV 4Cx6sqmm XLPE Armoured Al. cable as directed by EIC.
500
-
81.03
Supply of 1.1KV 3.5Cx50sqmm XLPE Armoured Al. cable as directed by EIC.
200
-
225.17
SCHEDULE OF RATES FOR LAYING OF XLPE/PVC INSULATED AND ARMOURED CABLES
LAYING ON WALL / SURFACE WITH SADDLES / CLAMPS
Laying of cable upto 3/4 core 25 sqmm on wall/surface incl. S & F
MS saddles with earthing attachment in 10 SWG GI (Hot Dip)
Wire, making holes etc. as necy. mending good damages and
painting
450
-
63
Laying through Underground Trech Laying of one No. cable above 35 sqmm and upto 185 sqmm in underground trench 460mm wide x 760mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per Mtr. including filling the space between the bricks and cable and also the trenchwith shifted soil, leveling up and restoring surface duly rammed
150
-
180.6
COMPRESSION GLAND
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 4 core - upto 6 sqmm.
25
-
120.75
For 3.5 core - upto 50 sqmm
10
-
206.85
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 6 sqmm cable.
30
-
65.1
3½ core 50 sqmm cable
10
-
219.45
FINISHING COPPER WIRE ENDS
Finishing of the PVC insulated wire ends by socketting with pin/ring type copper sockets and insulated tapes etc., including supplying sockets, tapes.
2.5sqmm.
800
-
6.3
4sqmm.
125
-
7.35
SURFACE LUMINAIRE
Supply of surface mounted LED light fixture with 2x20Watt LED Lamp.( CROMPTON-IGP162LT8-16 + LGT8-20-865-2 OR APPROVED BY EIC)
120
-
1262.8
Supply of surface mounted LED light fixture with 1x20Watt LED Lamp.( CROMPTON-IGP161LT8-16 + LGT8-20-865-2 OR APPROVED BY EIC)
40
-
828.71
Supply of wall mounted outdoor type 60watt LED Floodlight fixture. (CROMPTON- LFL-60-CDL/60-M OR APPROVED BY EIC)
10
-
4893.35
Fixing only single /twin fluorescent light fitting complete with all accessories directly on wall/ceiling/HW round block and suitable size of MS fastener.
160
-
105
Extra for suspension exceeding 25 cm with S&F additional 2 no. 20 mm dia EI conduit (14 SWG) supports & necy. PVC insulated wire and painting etc. as required by 2x24/0.20 mm (1.5sqmm.) flexible copper wire of 1.10 mt. length.
135
-
162.75
Fixing only Floodlight fittings on top of masonary structure by 3 Nos. 10 mm dia x 87 mm long rag bolts, nuts & double washers complete either 37 mm x 10 mm MS flat support/or by other means as required
10
-
224.7
Supplying & Fixing GI waterproof type looping cable box size 200x150x100 mm deep having 4 mm thick comprising of one 250 V 15 A kit-kat fuse unit, one NL on porcelain insulator, one compression type brass cable gland for upto 2- core 16 sqmm PVC/A cable and having lined with rubber gasketted GI top cover with brass machine screws etc., earthing terminal with lug, on steel tubular pole near base, including S&F 40x6 mm thick, MS clamps with bolts, nuts etc. including painting with anticorrosive paint.
10
-
480.9
EARTHING INSTALLATION – WITH PIPE ELECTRODE :
Earthing with 50 mm dia GI pipe (TATA-Medium) 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level (2Nos for Electrical equipment and 2nos for MS structure with shed).
10
-
1600.2
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) CI hinged 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
-
960.75
Extra for treatment of soil by using salt & charcoal or coke for plate electrode.
10
-
557.55
EARTH CONTINUTY CONDUCTOR:
Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of size as below on wall/floor with staples buried inside wall/floor as required and making connection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages
No. 8 SWG
300
-
9.45
EQUIPMENT EARTHING:
Connecting the equipments body to earth busbar including S & F 25 mm x 6 mm galvanised (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc.
125
-
144.9
J. WAY BRIDGE
1
-
2000000
Add 12% G.S.T on (A+B+C+D+E+F+G+H+I) + 1% L.W.Cess on (A+B+C+D+E+F+G+H+I+J)
1
-
8282767.6
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