West Bengal State Cooperative Marketing Federation Limited Tender
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West Bengal State Cooperative Marketing Federation Limited - BENFED Tender
Civil And Construction
Building Construction
Eprocure
Opening Date14 Nov 2022
Closing Date16 Dec 2022
Tender Amount₹ 14,57,21,312
Costs
EMD
₹ 29,14,426Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_SCMFL_422500_1Bid Award Id
ViewTender No
SCMF/MD/ENG/NIT-11/2022-23Tender Authority
West Bengal State Cooperative Marketing Federation Limited ViewPurchaser Address
-Website
http://https://www.benfed.org/
GEM & Bid Advisory Services
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BOQ Items
B. PILING WORK
Providing Bored Cast-in-situ M 25 grade R.C.C. pile in position as per specifications in all kinds of soil including cost of boring using drilling mud to stabilize the bore and flushing the bore of excess mud with freshly prepared drilling fluid by using pumps prior to placing concrete by tremie pipe in one continuous operation and including the cost of all materials and labour for placing of concrete and also including the cost of mobilization and hire charges of all equipment necessary for boring, welding of reinforcement cage as necessary and lowering of reinforcement cage, preparation and
placing of concrete, including the cost of concrete but excluding the cost of reinforcement and labour for bending binding etc. complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Work to be executed as per IS: 2911 (Part II Sec 2).
Pile diameter - 500 mm.
2700
-
3062.86
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
2
-
47500
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
For Piling
27.5
-
70527.18
C. COLD STORAGE
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
30
-
11927
(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm but not requiring shoring
15
-
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.
10.16
-
7754
(c) (i) With carried earth arranged by the contractor
within a radius of 1 km. including cost of carried
earth.
4
-
31271
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
(B) Do - by fine sand
10
-
104841
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) With(A) [Pakur Variety] - In ground floor
215
-
5376
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand
1264.5
-
361
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
1264.5
-
24
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.)
1225
-
94
(a) 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.
1225
-
72
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 320 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 30 Grade
UPTO PLINTH
515
-
7493.59
ABOVE PLINTH TO +3300 LVL
415
-
7588.59
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 plinth.
1750
-
369
ABOVE PLINTH TO +3300 LVL
2500
-
369
ABOVE +3300 LVL
1200
-
387
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 - upto plinth.
66.95
-
70527.18
ABOVE PLINTH TO +3300 LVL
58.1
-
70957.18
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.
1406.16
-
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.
1406.16
-
24
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking 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
1300
-
337
Brick work with 1st class bricks in cement mortar (1:6)
(a) In foundation and plinth
115
-
5413
(b) In superstructure, ground floor( PLINTH TO +3300
300
-
5636
125 mm. thick brick work with 1st class bricks in cement mortar (1:4)
gr floor
125
-
736
40 mm. thick damp proof course with cement concrete (1:1.5:3) (with graded stone chips 20 mm nominal size) with water proofing compound of approved brand @ 0.2% weight of cement including cost of materials over two coats of non toxic acrylic polymer modified cementitious waterproofing slurry coat complete [cost of water proofing compound and non toxic paint to be paid seperately) for underground water retaining structures. [water proofing as per item no 9 and non toxic paint as per
item no. 8 (b) of subhead C of Section 'C' ]
53.4
-
297
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 )
15 mm. thick plaster
gr floor UPTO +3300 LVL
1050
-
151
(¡) With 6:1 cement mortar ( external)
20 mm. thick plaster
gr floor UPTO +3000 LVL
1500
-
175
Labour for Chipping of concrete surface before taking up Plastering work
1500
-
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
7.74
-
3270
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
14.76
-
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)
14.76
-
948
(vi) steel peg stay 300 mm long including fitting and fixing
35
-
25
(v) Two point nose aluminium handle including fitting and fixing
35
-
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
14.76
-
378
Supplying, fitting, Fixing Fly / Mosquito proof nylon net on any type of window, door shutter frame with necessary fixing arrangements complete
14.76
-
834
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.
7.56
-
4330
(a) M.S. or W.I. ornamental grill of approved design joints continuously welded with M.S.,W.I. flats and bars for windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor, 1st floor, 2nd floor. (Add extra @ 1% for each addl. floor upto 4th floor and @1.25% for each addl. floor above 4th floor)
GR FL
20
-
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
1800
-
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
-
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
15
-
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
672
-
84
1ST FLOOR
1875
-
91.1
a) Priming one coat on steel or other metal surface with synthetic oilbound primer of approved quality including smoothening surfaces by sand
papering etc.
500
-
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)
500
-
79
Supplying and laying standard four course bituminous water proofing treatment as per specification laid down in I.S. 1346 - 1991 to be finished with pea size gravel including necessary
preparatory works such as shaping mouth of outlets, cutting as and where necessary and refilling with sand and Cement mortar (4:1) or Cement Concrete (1:2:4) with graded stone chips before undertaking the treatment including cutting grooves in parapet and inserting edge of felt and mending good damage complete in all respect as per direction of Engineer - in - Charge including cost of all materials and labours and incidental charges but excluding the cost of Cement Mortar or concrete required for levelling and grading. (In sloped roof Course sand of approved varieties is to be used in place of Pea size gravels as fourth and final course.)
i) 1st and 3rd Course with bonding materials of hot applied industrial blown type bitumen of grade 85/25 or 90/15 conforming to I.S.702 - 1988 @ 12Kg/10Sqm on each layer
ii) 2nd course with Hessian base self finished bitumen type- 3 Gr.-I conforming to I.S. 1322-1993 (weighing 23kg/10Sqm gross with bitumen content 12.10kg/10Sqm ) tested under the provision of I.S. 13826 - 1993 part VII iii) 4th course with washed and clean pea sized gravel or grit @ 0.006 cum/Sqm
1264.5
-
320
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)
(vii) 65 mm dia. medium quality
200
-
645
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 corrected upto three decimals)
(e) Sal : Malayasian - GR FL
5.6
-
98112
Supplying fitting & fixing frames for Fire resistant acoustic door shutters 1st class Malaysian Hardwood Frame (densified to 810 kg/cum) and pressure treated with fire retardant chemicals in vacuum impregnation vessel under 160 psi pressure as per IS:401and kiln seasoned to moisture below 15% as per IS:1141 of section 120 mm X 70 mm spray quoted with 2 coats of intumescent paint of minimum 200 micron, with standard double acoustic seal (equivalent to Hafele) placed along two faces of rebate for sound insulation and single row of Brush- Type intumescent strip of size 10 mmx 4 mm affixed in the slit of the Frame for fire and smoke sealing, etc. complete as per direction of Engineer - inCharge including a protective coat of painting at the contact surfaces of the frame excluding cost of concrete,Iron butt hinges and M.S clamp at Ground Floor. [Note : Specific permission of the Superintending Engineer is required for
execution of this item. ]
GR FL
24.3
-
1509
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.
50
-
75453
Supplying approved manufacture & quality parforated multipurpose plastic crate of SIZE 300/500/295 mm. capacity 27 to 30 Kg / Crate
40000
-
390
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
100
-
2703
(D) Long Bend (90 Degree)
12
-
3179
Expansion joint in floor roof etc. formed with V strips made of 22.5 cm wide strips of 24 gauge aluminium sheets with anchor arm projecting on each side (and end turned ) embedded in adjacent cement concrete, including shaping and finishing the edges on either side of the joint (including the cost of bituminous filler if any) complete as per direction
of Engineer-in-Charge
30
-
325
Bituminous filler of approved type in expansion joints of dummy joints including finishing the top surface as directed
0.13
-
46603
Sealing new expansion joint with Elastomeric Polysulphide Sealant of gap size 50mm X 25mm Including cleaning of the expansion joint thoroughly, mending of edges & surface, placing 50mm dia Backer rod as back up material with the cost of materials, labours, & all other incidental charges as per manufacturer's specification & direction of Engineer-incharge
30
-
792
D. OFFICE BLOCK
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
0.6
-
11927
(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm but not requiring shoring
0.14
-
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.
1.71
-
7754
(iii) With carried earth arranged by the contractor
within a radius exceeding 3 km. but not exceeding 5 km. including the cost of carried earth.
1.07
-
39901
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
(B) Do - by fine sand
1.4
-
104841
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) (A) Pakur Variety (1:3:6)
In ground floor
8.5
-
5376
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand
60.36
-
361
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.)
60.36
-
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 320 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
M30 ìì) Without approved concrete pump - GR FL
40
-
7493.59
1ST FL
30
-
7588.59
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)
(When the height of a particular floor is more than 4 m the equivalent floor ht . Shall be taken as 4 m.and extra for works beyond the initial 4 m. ht. shall be allowed under 16 (e) for every 4 m. or part thereof.)
(c ) Steel shuttering or 9 to 12 mm. thick approved quality ply board shuttering in any concrete work - GR FL
250
-
369
1ST FL
200
-
387
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 - GR FL
6
-
70527.18
1ST FL
4.5
-
70957.18
BRICK WORK & PLASTER WORK
Brick work with 1st class bricks in cement mortar (1:6) - GR FL
40.54
-
5636
1ST FL
30
-
5747
125 mm. thick brick work with 1st class bricks in cement mortar (1:3) - GR FLOOR
230
-
736
Extra for using approved H.B netting in every third layer in 125 mm th brick work above in any floor
230
-
41
Labour for Chipping of concrete surface before taking up Plastering work.
45
-
21
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)
15 mm. thick plaster - GR FL
185
-
151
ABOVE ROOF
205
-
155
(¡¡) With 6:1 cement mortar (external)
20 mm. thick plaster - GR FL
100
-
175
ABOVE ROOF
100
-
179
(¡¡¡) With 4:1 cement mortar (ceiling)
10 mm. thick plaster - GR FL
190
-
133
FINISHING WORKS
upto plinth
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 corrected upto three decimals) - (c) Sal : Siliguri - GR FL
0.4
-
98112
M.S. clamp for fixing door and window frame made of flat bent bar, end bifurcated, fixed in cement concrete with stone chips (4:2:1) fitted and fixed complete as per direction.
(Cost of cement concrete will be paid separately)
(a) 40 mm x 6 mm. x 250 mm.
30
-
29
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.
(iii) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm..(b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak
GR FL
13
-
2948
Supplying, fitting and fixing clear visioned, Insulated Double Glazed two track sliding Aluminium window (U-value 3.2W/m 2 K) made up with 6 mm thick toughened glass (wt 15kg/m 2 ) with 12 mm air gap in between, containing perforated Al/ structural foam spacer filled with moisture absorbant dessicant at all sides duly sealed with primary sealant (polyisobutylene) and affixed inside multi cellular/ multi chember profiles of required section made of Alluminium alloy extrusions conforming to IS:733-1983 and IS:1285 - 2002 annodised/powder coated with (required film thickness and specified colour /natural) matt finished conforming to IS: 1868-2006/ IS: 13871-2002 measured as per IS:6012-1992, and sealed appropriately with secondary (polysulphide/silicon) sealant all junctions complete in all respect as per direction and satisfaction of Engineer-in-Charge including all incidental charges. (Payment shall be made on finished size of Aluminium window including frame.) - GR FL
13
-
6439
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.
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.
WALL
(a) Area of each tile upto 0.09 Sq.m
(i) Coloured decorative
GR FL
192
-
757
(A) Floor.
Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X 10 mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tiles using cement @ 2.91Kg./sqM or using polymerised adhesive (6 mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per sqM below
mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles / epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and
polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer's
specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contractor.
(A) Deep Colour & White - GR FL
51.9
-
1704
Applying Interior grade Acrylic Primer of approved quality and brand on plastered or concrete 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.
Water based interior grade Acrylic Primer
(b) Two Coats - GR FL
2.2
-
4420
ABOVE ROOF
0.6
-
4420
Acralic 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.
GR FL
375
-
70
ABOVE ROOF
205
-
70
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) One Coat - GR FL
2.7
-
3140
ABOVE ROOF
0.7
-
3211
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) NORMAL Acrylic Emulsion - GR FL
270
-
67
ABOVE ROOF
70
-
74.1
Supplying & laying 3mm thick pre-fabricated plastomeric water proofing membrane conforming to EN 12311-1 & ASTMD 5147, manufactured with atactic poly propylene (APP) modified premium grade asphalt , specially reinforced with non-woven polyester core with polyester reinforcement@160 gms per sqm & both faces covered with thermo-fusible polyethylene film /MineraL on top face over a coat of primer @ 0.40 lit/sqm of manufacturer's specification on smooth,clean dry surface prepared wherever required.Lap joint shall be provided of 75 mm in longitudinal & 100 mm in transverse direction and fused using LPG/ Propane torch employing extra care ensuring full bondage, complete removal of entrapped air and sealing edges into grooves in appropriate manner as per direction of Engineer -in-charge all complete including materials,labour and applicable taxes. (Payment shall be made on the basis of finished surface area.).
Membrane Property: Softening Point 150 deg C, Cold Flexibility -6 deg C, Tensile Strength, N/cm : 600 (longitudinal), 450 (transverse), Tearing Strength, N: 300 (longitudinal), 200 (transverse)
123.34
-
407
E. 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
7.24
-
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.
3.59
-
7754
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
350
-
361
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) - In ground floor
65
-
5376
Brick work with 1st class bricks in cement mortar (1:6) - (b) In superstructure, ground floor
41.12
-
5636
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) - ground floor
527.4
-
736
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.
2957.5
-
151
Labour for Chipping of concrete surface before taking up Plastering work
826.44
-
21
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 320 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 30 Grade
295
-
7493.59
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
2510
-
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 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
29
-
70527.18
(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
15
-
9696
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
0.64
-
72603
a) Priming one coat on steel or other metal surface with synthetic oilbound primer of approved quality including smoothening surfaces by sand
papering etc.
68
-
29
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) One Coat - GR.FL
16.58
-
3140
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. a) Normal Acrylic Emulsion - GR. FLOOR
1658
-
67
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
402
-
408
Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing
and Technical specifications.
2700
-
115
F. ROAD
RCC SUBSTRUCTURE WORK UPTO PLINTH
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
1760
-
14.4
(b) For each additional Depth of 150mm and part therof
1760
-
19
Extra for manual compaction of earth by rammers / hand roller in 250 mm layers including watering etc. if required. (Borrow pit measurement
970.82
-
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 - (B) Do - by fine sand
9.7
-
104841
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
1452
-
159
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) (A) Pakur Variety (1:3:6)
In ground floor
145.2
-
5376
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 320 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 30 Grade
225
-
7493.59
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
350.5
-
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 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
27
-
70527.18
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)
145.2
-
3962.98
B. Manual Means
(iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm
145.2
-
3993.6
Labour for driving Sal - bullah / Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. (iii) 200mm diameter
2500
-
119
Supplying Sal-bullah piles at work site, including dressing and making one end pointed (iii) 200mm diameter
2500
-
386
Joining Sal-bullah / Eucalyptus bullah pile of 20 cm to 30 cm diameter with half lap joints (lap length at least 90 cm long) with 3 nos. of collars made of 50 mm x 6 mm M.S.Flat , clamps, bolts and nuts and washers as per approved drawing and design.
750
-
528
Coal tarring on wooden surfaces including cost of materials - (a) Double coat
3150
-
36
G. SANITARY AND PLUMBING
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
(ii) 32 mm dia. medium quality
355
-
40
(ii) 40 mm dia. medium quality
415
-
125
(B) For concealed work
c) 25 mm. dia Medium Quality
364
-
175
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
(i) Upto 25 mm dia.
7
-
125
(d) Cross, Union, Long screw
(i) Upto 25 mm dia.
7
-
125
(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
1421
-
6
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
2297
-
6
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) (A) Pakur Variety (1:3:6)
In ground floor
4912
-
7
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
715
-
6
Supplying,fitting and fixing 32 mm dia. Flush Pipe of approved make with necessary fixing materials and clamps complete - ii) C. P. Flush Pipe
295
-
6
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
2208
-
6
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
629
-
6
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
613
-
12
Supplying, fitting and fixing porcelain soap tray of approved make
(i) Recessed soap tray of size 150 mm X 150 mm
338
-
6
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
2869
-
8
Supplying, fitting and fixing urinal flush pipe fittings of approved brand
(c) C.P. urinal flush pipe fittings range of three
1248
-
8
Supplying, fitting and fixing Squating plate with integral flushing in white vitreous chinaware of approved make in cement concrete (6:3:1) with jhama chips complete. (Payment of concrete will be paid seperately). (i) 450 mm X 350 mm
881
-
6
Supplying, fitting and fixing towel rail with two brackets. b) Aluminium -(iii) 25 mm dia. and 750 mm long
187
-
8
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
1426
-
8
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
466
-
12
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).
845
-
6
Supplying, fitting and fixing Aluminium domical grating - i) 125 mm
56
-
12
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).
861
-
10
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
953
-
10
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 surface 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. - With pakur variety
6926
-
6
Supplying, fitting & fixing Yard gully with approved HCI grating 225 mm x150mm with 230 mm grating
i)250mm X 150mm with 230 mm gratings.
508
-
4
Supplying, fitting & fixing Cast iron soil pipe only conforming to I.S. 3989/ 2009 and I.S. 1729/2002 with bobbins, nails etc. including making holes in the wall, floor etc. and cutting trenches etc. in any floor through masonry concrete, if necessary, and mending good damages with necessary jointing materials and painting two coats to the exposed surface with approved paint complete. (Measurement will be made along the center line of the total pipe line in fitted condition including specials,payment for specials & Painting will however be paid seperately
(a) With valamoid joints including sealing with sand cement morter (4:1) upto quarter depth
(i) 150 mm dia. (internal)
1373
-
100
Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992
(A) (i) Single Socketed 3 Meter Length
110 mm
292
-
100
Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineerin- charge. (Payment will be made on centre line measurement of the total pipeline including specials
(A) Above ground - (ii) 110 mm dia
57
-
100
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
367
-
2
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.
1258
-
2
Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only) - vi) 32 mm.
1622
-
2
Supplying PVC water storage tank of approved quality with closed top with lid (black-multi layer)2500 lt. capacity.
13027
-
2
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
117
-
8
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
59
-
8
Supplying,fitting and fixing 32 mm dia. Flush Pipe of approved make with necessary fixing materials and clamps complete. ii) C. P. Flush Pipe
295
-
15
Supplying, fitting and fixing self closing C.P. water tap of approved brand and make - 15 mm dia.
273
-
15
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
1134
-
15
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
11927
-
0.5
H. ELECTRICAL WORK
250/315 KVA Sub Station shall be comprising with the following equipments or as suitable for the required Substation.
Supply, installation, testing & commissioning of 250/315 KVA oil type transormer having vector group Dyn - 11 and complying with the latest amendment of CEA.
Supplying & intallation of 11 KV 3 phase non drawout type cubicle pattern fault making LBS/HT Oil immersed isolating VLE type switch fuse unit with HRC fuses.
Supply & installation of suitable range ACB panel if required for the Substation.
All above Substation equipments shall be fixed in a substation room as directed by EIC.
1
-
2600000
R- 134a Modular Refrigeration Units - 8 nos. for each chamber of 8 cambers having following specification
Condensing Unit: The specification of the condenser coil is 3 Row / 4.8 Aluminum Fins (0.2337 mm thick) per Centimeter / 10 mm OD Copper pipe, 0.559 mm thick / 20 Pipes high / 25.4 mm Center to center U Bend / All cased in powder-coated 16 SWG MS sheet (Cold rolled) metal box / 2 nos. axial flow fans, 4000 cum/hr free delivery, with single-phase motors. The fin length of coil should be 1220 mm. The height of coil is 510 mm.
The Compressor will be of DANFOSS make or equivalent EMERSON compressor having a swept volume of 10.085 CFM or more. Each unit will have an Electrical Switch Box to accomodate the starters for Compressor, Condenser Fan and Evaporator fan, On-delay timer, Single phase preventer for compressor. It is to be done as per the instruction of EIC on the basis of Site Condition.
64
-
215000
Evaporating Units: The specification of the evaporator coil is 4 Row / 2.36 Aluminum Fins (0.2337 mm thick) per Centimeter / 10 mm OD Copper pipe, 0.559 mm thick / 20 pipes high / 25.4 mm Center to center U Bend / All cased in powder-coated 18 SWG MS sheet (Cold rolled) metal case / 3 nos. axial flow fans, 4000 cum/hr free delivery, with single-phase motors. The fin length of coil should be 1625 mm. The height of coil is 510 mm. The expansion device must be capillary pipes. Thermostatic Expansion valve is not allowed here. It is to be done as per the instruction of EIC on the basis of Site Condition.
64
-
110000
Refrigeration Piping & Pipe Insulation: This is to be done with hard copper pipe. A liquid line of 15.875 mm OD would connect the condenser liquid line to the Evaporating unit. A suction line of 25.4 mm OD will reach the compressor suction from the EVP coil. The suction and the liquid line should be insulated with 12 mm thick Nitrile rubber and covered with Glass cloth tape.
Copper tubing (0.559 mm) shall be provided for interconnection between the condensing unit and the evaporating unit. Suction pipe should be designed for proper oil return from the evaporator. The condensing unit shall be provided with valves on the discharge and suction gas lines to enable separation & replacement of either unit without loss of gas. It is to be done as per the instruction of EIC on the basis of Site Condition.
64
-
30000
Humidification System : 2 sets per chamber each having following components.
A 230 mm, 1370 RPM, 230 V ac, Exhaust Fan shall be provided inside the cold chambers. The outer side of the circular opening of the wall shall be provided with a louver shutter having aluminium louvers mounted on a sturdy M.S. ring and fixed on the wall to prevent reverse flow. It is to be done as per the instruction of EIC on the basis of Site Condition.
Make: EPC or Hicool
Humidistat:
Room humidistat with operating range between 50-100% RH shall be provided in each chamber for controlling the exhaust fans through a Timer.
Make : Honeywell or Sub-zero
Timer:
A Timer, with 1 min cycle and adjustable on / off time ratio, shall be provided in the electric circuit to operate the exhaust fan in short spells whenever humidistat contacts remain closed on sensing of humidity lower than set value in the cold chamber.
16
-
27000
Main Electrical Panel having following specification:
Incoming Feeder:
a) One 400 Amp TPN Air Circuit Breaker with busbar chamber and 800 Amp Aluminium busbar.
b) Digital Voltmeter and Voltmeter Selector Swich
c) Digital Ammeter with Ampere meter selector switch.
d) Indication Lamps, RYB
e) On-load Change over switch of 630 Amp TPN to switch from WBSEDCL supply to DG supply
Outgoing Feeders
4 cubcles of 63 A TPN SDF for a) Grading area lights and fans, b) Labour shed lights and fans, c) Substation lights and fans f) One will be spare cubicle
4 cubcles of 32 Amp SDF for a) For 5 HP Water pump b) Street Lights
c) Office lights and fans d) One will be spare cubicle
8 Cubicles each having 8 Nos. 63 A TPN MCB for Condensing Unit of each chamber
1
-
603000
Light Fittings and Fixtures
a) PHILIPS or equivalent or as directed by EIC - Rimless Full Glow 18-WATT Round LED Surface DOWNLIGHTER
120
-
1609
b) Phillips LED T8 Tubelight 1200 mm long, 20 Watts
32
-
535
c) Crompton or Orient Ceiling Fans, 1400 mm, 16 pole, at Office, Labour Shed and Grading / sorting shed
8
-
1902
d) Outdoor Waterproof flood light 36 W Street Light with Wall mount
8
-
4331
Lightning Arrester, with Air terminal, 40 x 6 mm GI flat bar from roof to ground
2
-
8500
DG Set, 250 KVA, Silent and fuel efficient, aesthetically designed, meeting latest CPCB II norms
1
-
1700000
Earth Stations
18
-
6814
Cabling Work: 1) HT Cable 3 Core 240 Sq.mm XLPE, 11 KV cable with Jointing and Termination
24
-
8632
1) 3.5 Core x 240 sq.mm x 2 Nos. XLPE Al Arm cable with Jointing and Termination from Substation to the panel board to be laid as incoming power.
150
-
6955
2) 3.5 Core x 300 sq.mm XLPE Al Arm cable will be laid with Jointing and termination from DG Set to panel board.
40
-
5433
3) 4 Core x 10 sq.mm Al. armoured cable to be laid from panel board to the condensing units with Jointing and termination.
450
-
781
3) 4 Core x 6 sq.mm Al. armoured cable to be laid from panel board to the condensing units with Jointing and termination.
50
-
706
4) For Temperature controller cum indicator anf Humidity controller cum indicator, 2 Core X 1.5 Sq.mm unarmoured copper cable to be used.
120
-
274
5) Point wiring with 3 x 1.5 Sq.mm Copper wire with switches FRLS PVC Pipes
Average run 18 Mtr
10
-
2399
Average run 9 Mtr
40
-
974
Average run 5 Mtr
125
-
646
Alarm Bell as directed by EIC
8
-
9000
Supply and Fixing of 15 Amp power plug
12
-
350
Supply and Fixing of 5 Amp plug point including wiring
22
-
3000
Supply and drawing of 2 x 2.5 sq. mm + 1 x 1.5 sq,mm wiring thru PVC pipes
200
-
122
PUF Insulated Chambers as per drawing
PUF panel for chambers as per spec including installation
2156
-
2500
Insulated Doors
9
-
40000
Floor Insulation
933.12
-
2400
Dry type fire extinguisher
30
-
3700
Approval from office of Chief Electrical Inspecter & Service Connection Charge from WBSEDCL.
1
-
2042803.54
I. FIRE RESERVOIR
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
1.4
-
11927
(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm but not requiring shoring
1.38
-
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.
1.55
-
7754
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand
66.01
-
361
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor
7.13
-
5376
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
255
-
155
Labour for Chipping of concrete surface before taking up Plastering work
255
-
21
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 320 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 30 Grade
58.15
-
7493.59
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
275
-
387
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
7.3
-
60612.18
Supplying & laying 3mm thick pre-fabricated plastomeric water proofing membrane conforming to EN 12311-1 & ASTMD 5147, manufactured with atactic poly propylene (APP) modified premium grade asphalt , specially reinforced with non-woven polyester core with polyester reinforcement@160 gms per sqm & both faces covered with thermo-fusible polyethylene film /MineraL on top face over a coat of primer @ 0.40 lit/sqm of manufacturer's specification on smooth,clean dry surface prepared wherever required.Lap joint shall be provided of 75 mm in longitudinal & 100 mm in transverse direction and fused using LPG/ Propane torch employing extra care ensuring full bondage, complete removal of entrapped air and sealing edges into grooves in appropriate manner as per direction of Engineer -in-charge all complete including materials,labour and applicable taxes. (Payment shall be made on the basis of finished surface area.).
Membrane Property: Softening Point 150 deg C, Cold Flexibility -6 deg C, Tensile Strength, N/cm : 600 (longitudinal), 450 (transverse), Tearing Strength, N: 300 (longitudinal), 200 (transverse)
210
-
407
Labour for driving Sal - bullah / Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. (iii) 200mm diameter
160
-
119
Supplying Sal-bullah piles at work site, including
dressing and making one end pointed (iii) 200mm diameter
160
-
386
Joining Sal-bullah / Eucalyptus bullah pile of 20 cm to 30 cm diameter with half lap joints (lap length at least 90 cm long) with 3 nos. of collars made of 50 mm x 6 mm M.S.Flat , clamps, bolts and nuts and washers as per approved drawing and design.
25
-
528
Coal tarring on wooden surfaces including cost of materials (a) Double coat
66
-
36
Add 18% G.S.T. &
1% L.W.Cess
1
-
23451374.04
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