Animal Resources Development Department Tender
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Animal Resources Development Department - ARD Tender
Civil Works
Eprocure
Opening Date
14 Nov 2019Closing Date
4 Dec 2019Tender Amount
₹ 1,03,23,570Costs
EMD
₹ 2,29,949Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_ARD_252870_1Bid Award Id
ViewTender No
WBARD/WBLDC /NIT-175e/19-20/SILIGURI Dt.14/11/2019Tender Authority
Animal Resources Development Department ViewPurchaser Address
-Website
http://https://www.wbard.gov.in/
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Documents
REPAIR, RENOVATION OF EXISTING MACHINE ROOM AND GODOWN, OFFICE BUILDING and NEW CONSTRUCTION OF ELECTRICAL SUB-STATION,TOILET BLOCK, CANTEEN WITH REST ROOM, EXTENSION OF CONCRETE ROAD ETC. AT SILIGURI FEED PLANT, Post-Prodhannagar, Mallaguri, Siliguri.
The Contractor is to quote the rate on Percentage BOQ format of the components as specified in the BOQ. The percent rate (less or excess from scheduled rate) will be quoted in the BOQ.Rate quoted shall be without GST other taxes and all other charges.....
BOQ Items
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.
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-
-
Extention of shed in front side = 4.63
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-
-
Repair and renovation work for existing office building = 10.47
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-
-
Existing machine room and godown = 1.2
-
-
-
New toilet block = 1.36
17.66
-
447
Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.
(a) In ground floor including roof.
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-
-
Office building = 4.54
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-
-
Existing machine room and godown = 7.94
-
-
-
New toilet block = 1.35
13.83
-
1602.91
Dismantling carefully wood work in posts,
postplates, rafters, partition etc., sorting and
stacking serviciable materials at site and removing rubbish as directed.
-
-
-
Office building=4.5
4.5
-
314.47
Taking out carefully G.C.I. or C.I. or asbestos
sheets (including ridges etc.) from roof or wall after unscrewing bolts, nuts, screws etc.and stacking the material at site as directed.
-
-
-
Office building = 24.5
-
-
-
Existing machine room and godown = 524.56
549.06
-
46.37
Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed.
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-
-
Office building =369.78
-
-
-
Existing machine room and godown = 206.30
576.08
-
21.49
Labour for lowering and stacking after dismantling in parts R.S. joists, channels, angles, tees, plates etc.complete as directed.
(a) From 1st floor level
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-
-
Office building = 3.00
-
-
-
Existing machine room and godown = 125.00
128
-
222.84
(b) Add extra for each addl. Floor
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-
-
Office building =3.00
-
-
-
Existing machine room and godown = 125.00
128
-
65.6
Earth work in excavation of foundation, trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
Depth of excavation not exceeding 1,500 mm.
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-
-
Extention of shed in front side = 47.65
-
-
-
Eletrical sub-station = 47.64
-
-
-
Existing machine room and godown = 57.75
-
-
-
Concrete road = 24.00
-
-
-
Canteen with rest room = 33.46
-
-
-
New toilet block = 10.95
221.45
-
119.27
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.
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-
-
Extention of shed in front side = 35.74
-
-
-
Eletrical sub-station = 35.73
-
-
-
Existing machine room and godown = 11.51
-
-
-
Canteen with rest room = 25.09
-
-
-
New toilet block = 5.48
113.55
-
77.54
A) 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)
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-
-
Extention of shed in front side =216.60
-
-
-
Eletrical sub-station = 201.90
-
-
-
Existing machine room and godown = 270.14
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-
-
Concrete road = 16.00
-
-
-
Canteen with rest room = 24.72
-
-
-
New toilet block = 5.84
735.2
-
521.07
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
-
-
-
Extention of shed in front side = 27.23
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-
-
Existing machine room and godown = 30.45
-
-
-
Concrete road = 80.00
137.68
-
324
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.a) Pakur Variety
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-
-
Extention of shed in front side = 21.29
-
-
-
Eletrical sub-station = 8.70
-
-
-
Existing machine room and godown = 6.29
-
-
-
Canteen with rest room = 5.95
-
-
-
New toilet block = 3.65
45.88
-
5183.44
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety
-
-
-
Extention of shed in front side = 54.93
-
-
-
Eletrical sub-station = 62.16
-
-
-
Office building = 9.71
-
-
-
Existing machine room and godown = 44.25
-
-
-
Concrete road = 17.6
-
-
-
Canteen with rest room = 13.98
-
-
-
New toilet block =1.20
203.83
-
5799.44
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.
(a) For works in foundation and upto roof of ground floor/upto 4 m
I. SAIL/ TATA/RINL
ground floor
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Extention of shed in front side = 5.50
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-
-
Eletrical sub-station = 5.90
-
-
-
Office building = 1.05
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-
-
Existing machine room and godown = 2.05
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-
-
Concrete road = 0.80
-
-
-
Canteen with rest room = 2.20
-
-
-
New toilet block = 0.15
17.65
-
72459.2
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns,lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work in ground floor
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Extention of shed in front side 139.84
-
-
-
Eletrical sub-station 269.19
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-
-
Office building = 110.45
-
-
-
Existing machine room and godown = 28.08
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-
-
Concrete road = 7.20
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-
-
Canteen with rest room = 36.09
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-
-
New toilet block = 7.44
598.29
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363
(f) 25 mm to 30 mm shuttering without staging in foundation
71.61
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205
Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth
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Extention of shed in front side = 12.35
-
-
-
Eletrical sub-station = 25.50
-
-
-
Canteen with rest room = 717.00
-
-
-
New toilet block = 15.55
770.4
-
4896
(b) In superstructure, ground floor
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Extention of shed in front side = 53.11
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-
-
Eletrical sub-station = 56.48
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-
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Office building = 20.69
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-
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Existing machine room and godown= 43.42
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-
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New toilet block = 7.45
181.15
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5119
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
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Office building = 49.30
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-
New toilet block = 77.40
126.7
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674
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.In ground floor.(iii) 35 mm. thick
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Extention of shed in front side = 216.60
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-
-
Eletrical sub-station = 245.03
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-
-
Office building = 54.55
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-
-
Existing machine room and godown = 388.56
-
-
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Canteen with rest room = 30.90
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-
-
New toilet block = 11.67
947.31
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373.3
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
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Extention of shed in front side = 271.70
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-
Eletrical sub-station = 83.80
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-
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Office building = 8.45
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-
Existing machine room and godown = 320.25
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Canteen with rest room = 29.42
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New toilet block = 33.47
747.09
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38.46
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 ment 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. (B) Wall (a) Area of each tile upto 0.09 Sq.m(i) Coloured decorative
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-
-
Office building = 13.86
13.86
-
739
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 pplication 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 contrr]e) (B) Light Colour
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-
-
Office building 169.40
169.4
-
1688
Supplying and laying true to line and level Anti-Skid, Full Body, Homogeneous & Granular finish Vitrified Tiles conforming to IS:15622-2006 & IS 4457-2007 and testing shall be made in accordance with IS:13630 [Non- modular sizes for tiles with Skid resistance 0.5, Mohr's hardness 5.0, Staining resistance: Class-1, Water Absorption: E 0.5%], MOR 35 N/sq.mm in Internal area of building e.g. Toilet Block, Passage, Corridor, Accessible Open Terrace etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg./Sqm or using Polymerised Adhesive (6 mm thick layer plied 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).
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-
-
Office building = 2.52
2.52
-
1024.86
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course,scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface](i) With 1:6 cement mortar (a) 20 mm thick plaster
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-
-
Extention of shed in front side = 284.49
-
-
-
Eletrical sub-station = 223.46
-
-
-
Office building = 209.22
-
-
-
Existing machine room and godown = 42.73
-
-
-
Canteen with rest room = 107.31
-
-
-
New toilet block= 107.67
974.88
-
161
(i) With 1:6 cement mortar . (a) 15 mm thick plaster
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-
-
Extention of shed in front side = 284.49
-
-
-
Eletrical sub-station = 357.55
-
-
-
Office building = 334.76
-
-
-
Existing machine room and godown = 42.73
-
-
-
Canteen with rest room = 107.31
-
-
-
New toilet block = 107.67
1234.51
-
141
(ii) With 1:4 cement mortar . (c) 10 mm thick plaster
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-
-
Eletrical sub-station = 89.38
-
-
-
Office building = 83.69
173.07
-
126
b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
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-
-
Office building = 1146.38
-
-
-
Eletrical sub-station = 146.60
-
-
-
Outside painting = 396.45
-
-
-
Canteen with rest room = 125.80
-
-
-
New toilet block = 145.87
1961.1
-
42.98
Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) : (Two coats)
i) Standard Quality
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-
-
Office building = 1122.18
-
-
-
Canteen with rest room = 125.80
-
-
-
New toilet block = 145.87
1393.85
-
62
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
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-
-
Extention of shed in front side = 172.80
-
-
-
Eletrical sub-station = 69.12
-
-
-
Office building = 51.84
-
-
-
Existing machine room and godown = 85.46
-
-
-
Canteen with rest room = 29.64
-
-
-
New toilet block = 6.28
415.14
-
29
Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(b) On steel or other metal surface : except white
(iv) Two coats
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-
-
Extention of shed in front side = 172.80
-
-
-
Eletrical sub-station = 69.12
-
-
-
Office building = 51.84
-
-
-
Existing machine room and godown = 85.46
-
-
-
Canteen with rest room = 29.64
-
-
-
New toilet block = 6.28
415.14
-
79
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 coats
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-
-
Outside Painting = 2341.76
2341.76
-
48.99
Protective and Decorative Acrylic exterior emulsion paint of approved 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
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-
-
Outside Painting = 2341.76
2341.76
-
73
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.
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-
-
Canteen with rest room = 0.21
0.21
-
92686.01
Supplying solid flush type doors of deluxe decorative (both side) quality,conforming to I:S 2202 timber frame consisting of top and bottom rail and side styles of well seasoned timber 65mm wide each and the ntire frame fitted with 27.5mm wide battens places both ways in order to made the door of solid core and internal lipping with teak, mahogony or rose wood approved decorative veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing the shutters in position but excluding the cost of hinges and other fittings in ground floor: (a) 35mm thick shutters (single leaf)
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-
-
Canteen with rest room = 10.08
10.08
-
4473.89
Supplying, fitting and fixing fibre reinforced polymer (FRP) Composite doorframe as per approved section with glass fibre reinforced plastic moulded skinsand a special sandwich core, so as to impart monolitaheic composite structure asper approved technology of Department of Science and Technology (DST) tosafisfy IS: 4020 door testing performance criteria.. (i) 66mm x 90mm
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-
-
New toilet block = 24.75
24.75
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497
Supplying, fitting & fixing fibre reinforced polymer (FRP) Composite doorshutters as per approved design with glass fibre reinforced plastic moulded skinsand a special sandwich core, so as to impart monolitaheic composite structure aper approved technology of Department of Science and Technology (DST) tosatisfy IS:4020 door testing performance criteria.In ground floor. i) 32 mm thick
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-
-
New toilet block = 7.88
7.88
-
2763
Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete: (ii) 100 mm grip x 10 mm dia rod.
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-
-
Canteen with rest room = 8.00
8
-
78.05
ii) Brass hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting. (c) 300mm long.
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-
-
Canteen with rest room = 4.00
4
-
743.19
Anodised aluminium Aldrop / Sliding bolts of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 2681/66) fitted and fixed complete. (iii) 300mm x 16mm dia. bolt.
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-
-
Canteen with rest room = 4.00
4
-
261.3
Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. (viii) 100mm. X 75mm. X 3.50mm.
-
-
-
Canteen with rest room = 16.00
16
-
74.65
Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium aloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for itting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architectural drawings and direction of Engineer-in-charge. 10-12 Micron thickness nnodizing film Natural white For 2-Track window : Members for Bottom frame @ 0.875 Kg per Mtr. and for Top and Side frame @ 0.778 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr.
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-
-
Canteen with rest room = 37.17
37.17
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448
Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987; (A) clear, toughened glass conforming to IS: 2553-1992 (part-II)
(i) 6mm thick
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-
-
Canteen with rest room = 7.33
7.334
-
608
Supplying, fitting & fixing granite slabs 15mm to 18 mm. thick with uniform texture & without decorative veins in columns, wall, facia etc. with 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks including pointing in cement mortar (1:2) (1 white cement : 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging ,curing and roughening of concrete surface complete. Area of each Granite slab 0.6 upto 1.0 square metre. [Using cement slurry at back side of granite @ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m]
-
-
-
Canteen with rest room = 1.45
1.45
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2313
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 gineer-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- 004, 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.For roof truss works Span up to 12 Mtr
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-
-
Extention of shed in front side = 1.22
1.22
-
84749.5
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 with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one rugation minimum side lap. (Payment to be made on area of finished work).In Roof:-With 0.5 mm thick sheet
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-
-
Extention of shed in front side = 359.80
-
-
-
Existing machine room and godown = 120.47
-
-
-
Canteen with rest room = 42.50
-
-
-
New toilet block = 17.74
540.51
-
896
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.
I) III) For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m
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-
-
Extention of shed in front side = 2.77
-
-
-
Existing machine room and godown = 0.85
-
-
-
Canteen with rest room = 0.65
-
-
-
New toilet block = 0.12
4.39
-
60230
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.
-
-
-
Office building = 8.64
-
-
-
Eletrical sub-station = 34.56
43.2
-
2833
(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.
(ii) Grill weighing above 16 Kg./sq.mtr and above
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-
-
Office building = 2.00
-
-
-
Eletrical sub-station = 4.03
-
-
-
Canteen with rest room = 2.00
8.03
-
10021
Labour for hoisting and placing in proper position (up to 1st floor level) departmental R.S. joists, channels, angles. Tees, plates etc. including fitting and fixing same with bolts and nuts, if necessary (but excluding cost of such bolts and nuts)
-
-
-
Existing machine room and godown = 125.00
125
-
466.05
(a) Add extra for each additional floor over 1st floor.
-
-
-
Existing machine room and godown = 125.00
125
-
83.7
Fitting and fixing old pieces of asbestos, G.C.I. or C.I. sheets or plain sheets including closing old holes with washers and sheet-bolts and nuts, etc. and including fixing the same to supporting frame with necessary hook-bolts, washers, putty etc. (excluding cost of sheets). (Payment to be made on area of finished work.)
-
-
-
Existing machine room and godown = 492.56
492.56
-
117.64
Welding in M.S. structural work with gas or electric:
-
-
-
(a) Tack weld
-
-
-
Existing machine room and godown = 100.00
100
-
10.18
(b) Continuous weld.
-
-
-
Existing machine room and godown = 2300
2300
-
10.18
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.
-
-
-
(iii) 25 mm dia.
-
-
-
Existing machine room and godown = 24
24
-
574.64
a) Applying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer's specification [Cement to be supplied by the Department]
-
-
-
Office building = 21.50
-
-
-
Eletrical sub-station = 126.00
147.5
-
99.54
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.
-
-
-
Concrete road = 80.00
80
-
24
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' ]
-
-
-
Eletrical sub-station = 19.19
-
-
-
Canteen with rest room = 3.81
-
-
-
New toilet block = 3.10
26.1
-
337.09
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 (ii) For 20 users B) With Bazree (N.B Varity) (SAIL/TATA/RINL)
-
-
-
Office building = 1.00
-
-
-
New toilet block = 1.00
2
-
50824.81
Supplying, fitting and fixing shower of approved brand and make. (a) (i) Chromium plated round shower with revolving joint 100 mm dia with rubid cleaning system (Equivalent to Code No. 542(N) & Model - Tropical / Sumthing Special of ESSCO or similar brand).
-
-
-
Office building = 2.00
-
-
-
New toilet block = 2.00
4
-
511.3
Supplying, fitting and fixing 10 litre P.V.C. low-down cistern conforming to I.S. specification with P.V.C. fittings complete,C.I. brackets including two coats of painting to bracket etc.
-
-
-
Office building = 2.00
-
-
-
New toilet block = 2.00
4
-
1148.16
Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer a) 500 litre capacity
-
-
-
Office building = 2.00
-
-
-
New toilet block = 2.00
4
-
2584
Supplying, fitting and fixing white vitreous china best quality approved make wash basin with C.I. brackets on 75 mm X 75 mm wooden 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. connection 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
-
-
-
Office building= 2.00
-
-
-
Canteen with rest room = 1.00
-
-
-
New toilet block = 1.00
4
-
2497.68
Supplying, fitting and fixing stainless steel sink complete with waste fittings and two coats of painting of C.I. brackets.(i) 530 mm X 430 mm x 180 mm
-
-
-
Canteen with rest room = 1.00
1
-
3714.86
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
-
-
-
Office building = 2.00
-
-
-
New toilet block = 2.00
4
-
1607.43
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
-
-
-
Office building =2.00
-
-
-
New toilet block = 2.00
4
-
3245.41
Supplying, fitting and fixing Closet seat of approved make with lid and C.P. hinges, rubber buffer and brass screws complete.
(a) E.W.C.
(iv) Bestolite (solid type) white
-
-
-
Office building = 2.00
-
-
-
New toilet block = 2.00
4
-
808.8
Supplying, fitting and fixing bevelled edged mirror 5.5 mm thick silver red as per I.S. 3438 / 1965 together with brass C.P. hinges.
(ii) 600 mm X 450 mm
-
-
-
Office building = 2.00
2
-
547.5
Supplying, fitting and fixing liquid soap container.
(c) Fibre glass
-
-
-
Office building = 2.00
-
-
-
New toilet block = 2.00
4
-
212.66
Supplying, fitting and fixing soap holder.
(a) PTMT (Prayag or equivalent)
-
-
-
Office building = 2.00
-
-
-
New toilet block = 2.00
4
-
152.71
Supplying, fitting and fixing towel rail with two brackets.(a) C.P. over brass (ii) 25 mm dia. and 600 mm long
-
-
-
Office building = 2.00
-
-
-
New toilet block = 2.00
4
-
486.41
Supplying, fitting and fixing bib cock or stop cock.(a) (i) Chromium plated Bib Cock short body (Equivalent to Code No. 511 & Model - Tropical / Sumthing Special of ESSCO or similar brand).
-
-
-
Office building = 4.00
-
-
-
Canteen with rest room = 2.00
-
-
-
New toilet block = 4.00
10
-
609.71
(ii) Chromium plated Concealed Stop Cock (Equivalent to Code No.514(A) & Model - Tropical / Sumthing Special of ESSCO or similar brand).
-
-
-
Office building = 6.00
-
-
-
Canteen with rest room = 2.00
-
-
-
New toilet block = 6.00
14
-
609.71
(f) Hand Shower(Health Faucet) with 1mtr Fexible Tube with Wall Hook(Equivalent to Code No.573 & Model -ALLIED of Jaquar or similar).(g) PTMT overhead shower ( Prayag or equivalent)
i) 150 mm round
-
-
-
Office building = 2.00
2
-
384.6
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 per sq. cm.). (vi) 32 mm dia
-
-
-
Office building = 2.00
-
-
-
Canteen with rest room = 1.00
-
-
-
New toilet block = 2.00
5
-
1423.04
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
32 mm
-
-
-
Office building = 20.00
-
-
-
Canteen with rest room = 20.00
-
-
-
New toilet block = 24.00
64
-
266.96
(b) For Concealed Work
-
-
-
25 mm
-
-
-
Office building = 4.26
-
-
-
New toilet block = 9.50
13.76
-
231.89
20 mm
-
-
-
Office building = 4.26
-
-
-
New toilet block = 7.20
11.46
-
178.72
15 mm
-
-
-
Office building = 12.80
-
-
-
New toilet block = 4.00
16.8
-
154.97
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) (iv) 32 mm dia. medium quality
-
-
-
Canteen with rest room = 55.50
55.5
-
400.44
Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete.
(ii) 110 mm. Dia.
-
-
-
Office building = 36.00
-
-
-
New toilet block = 16.50
52.5
-
283.93
Dry Distemparing to interior walls or ceiling including cleaning,washing, smoothening surface (b) Two coat
-
-
-
Eletrical sub-station = 146.60
146.6
-
55.42
Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge
-
-
-
Existing machine room and godown = 52.00
-
-
-
Concrete road = 24.00
-
-
-
New toilet block = 19.10
95.1
-
187.77
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