Tamil Nadu Veterinary And Animal Sciences University Tender
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Tamil Nadu Veterinary And Animal Sciences University - TANUVAS Tender
Civil And Construction
Eprocure
Opening Date6 Nov 2023
Closing Date20 Nov 2023
Tender Amount₹ 1,91,01,000
Costs
EMD
₹ 1,05,600Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_TNVAS_386216_1Bid Award Id
ViewTender No
21/E.O/DB/Tender/2023-2024 dt 31.10.2023Tender Authority
Tamil Nadu Veterinary And Animal Sciences University ViewPurchaser Address
-Website
http://http://www.tanuvas.ac.in/
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Documents
Repair works to flood damaged area in the Dr.Rathnasabapathy block (Nutrition block) and flood damaged Canal from Dairy Science to Student day centre and Special repair works to Anna auditorium (Second floor)etc., at Madras Veterinary College, Chennai -07
BOQ Items
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Clean removal of cement plaster from walls of any thickness and clearing away the debris from the site with initial lead and lifts etc., complete as directed by the Engineer,i/c.,
1140
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Dismantling the Floor finish and dadooing walls in cement mortar of any thickness with mosaic tiles / glazed tiles / cuddapah slabs and clearing away the debris from the site with initial lead and lifts etc., complete as directed by the Engineer,i/c.,
493
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Dismantling plain cement concrete of any thickness in the foundation and flooring and clearing the debris from the site with initial lead and lifts, etc., complete as directed by the Engineer,i/c.,
9.25
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Dismantling the pressed tiles and weathering course and clearing away the debris from the site with initial lead and lifts etc., complete as directed by the Engineer,i/c.,
1515
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Dismantling brick work of any thickness in cement mortar in foundation (or) super structure and clearing the debris from site with initial lead and lifts etc., complete as directed by the Engineer,i/c.,
49
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Removing the damaged EWC, IWC and Wash basin and removing the debries away from the site. The rate includes labour charges for dismantling, leads and lifting charges etc., complete complete complying with standard specification as directed by the Engineer,ic/,
8
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Removing the damaged PVC pipe and plumbing material and removing the debries away from the site. The rate includes labour charges for dismantling, leads and lifting charges etc., complete complete complying with standard specification as directed by the Engineer,ic/,
60
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Removing the debries away from the site of work using lorry transport and dumped in the place approved by the corporation authorities and as directed by the Engineer-in-charge etc. complete.(The capacity of the lorry load should not be less than 2.83 M3 )
114
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Removing the work bench (splitup) and shifting the plain area after laying of floor tiles and refixing the same in the existing (assemble) area and removing the debries away from the site. The rate includes labour charges for dismantling, leads and lifting charges etc., complete complying with standard specification as directed by the Engineer,ic/,
63
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Removing the damaged doors and windows etc., including removal of frames, hinges and fastening and handing over to the department stores as directed by the Engineer,i/c.,
19
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Removal of deposited silt in the flood in drain channels and removing the same away from the site. The rate includes labour charges for removal, leads and lifting charges etc., complete complete complying with standard specification as directed by the Engineer,ic/,
75
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Cement Concrete 1:5:10 (One Cement, Five M.sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification
7
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Supplying and fixing of workbench with necessary modificataions and alteration on the top of the table with (Flamed Ruby Red Granite Slab 1200mm x 600mm, (16mm to 18mm Thick fixing neatly). complying with standard specification and as directed by the departmental officers.
63
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Supplying and fixing of partition with new one of aluminium anodized natural colour matt finish 1/3 glazed, 2/3 prelaminated particle board partition with alu. Box section No.20062, 20063 of size 63.50mm x 38.10mm x 1.28mm, 1.41mm @ 0.818kg/m, horizontal members are spacedat 90cm c/c and to vertical members are spaced at 1.20m, 2.10m and 2.80m height from floor level, panels should be covered with 12mm thick prelaminated exterior grade at 2/3 portion of partition and 5mm thick, plain glass covered at 1/3 portion of the partition with necessary aluminim clips of size 19mm x 17.30mm x 0.90mm at 0.124 kg/m, and L angles etc, the aluminium surface is to be anodized withmatt finish under electrically controlled condition inaccordance with ISI 1868/1962 specification for an average anodic film thickness and cost of materials conveyance scaffolding if any required etc and necesarydismantling making holes in RCC brick masonry wherever necessry with power drill to the extent required and made good to the original condition after fixing the partition as direced by the departmental officers. All materials should be got approved by the Engineer,i/c. before fixing in position, etc. complete complying with standard specifications and as directed by the Engineer,i/c.,
10
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Supplying and fixing of Door with aluminium anodised natural colour matt finsh half glazed half PLB door with outer frame using alu. Box section and of size 1.60mmx44.75mmx1.75mm at 1.367 Kg/m shutter frame at bottom using alu. Box section of size 95.25mm x 44.45mmx1.74mm at 0.881kg/m, at vertical (lock rail) using 47.62mmx44.45mmx1.52mm @0.881 kg/m and vertical plain using 47.62mmx44.45mmx1.74mm at 0.881kg/m bottom panel covered with 12mm thick prelaminated board and 5mm thick plain glass at top panel with necessary accessories such as rubber beading, aluminium clips of size 19mm x 17.30 x 0.90mm at 0.124 kg/m, and 'L' angles door stopper handle, mortice lock 150mm tower bolt, 125mm hinges, screws, PVC woolen felt, etc. complete the rate inclusive of labour power consumption charges required for fabrication if necessary clipping, dismantling the masonry RCC beams columns wherever necessary with power drill to the extent required and made good tothe original conditionafter fixing, etc. the complete the alu. surface to be anodized with matt finish under electrically controlled condition inaccordance with ISI specification 1868/1962 of anodic film thickness for all section all the materials should be got approved by the Engineer,i/c. before fixing inposition, etc. complete complying with standard specifications and as directed by the Engineer,i/c.,
3
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Earth work excavation for foundation in all soils and sub soils and to full depth as may be directed except in hard rock requiring blasting inclusive of shoring strutting and baling out water wherever necessary refilling the sides of foundation with excavated earth in layers of not more than 15cm thick well rammed consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers within an initial lead and lift and clearing, levelling the site etc., complete complying with standard specifications.
126
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Providing temporary supports for roof beams ,slabs with MS Pipes propes and jackies in correct position and allignment etc complete with safety features untill completion of above repair works.
8
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Shifiting of existing work table ,furniture arrangements fixed ,cupboards /granite platforms etc and relocating the same after completion of renovation and strengthening works.
10
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Drilling holes in RCC slabs/ Beams/ Columns / window fins at various heights to facilitate anchoring with 12mm RTS rods to a maximum depth of 199mm cleaning the holes, washing with potable water, allowing it to dry completely, mixing the base & hardener of Epoxy resin LOCKSET ‘P’ or equivalent, placing the same & RTS rods to the prepared hole as per manufacturer’s recommendation including the cost of all materials, labour, lead, lift, T & P etc., complete. (Anchoring shall be done wherever welding to the existing rod is not feasible)
620
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Providing anti-corrosive coating over the existing corroded rods using NITOZINC Primer or equalant at 1000ml for an average area of 2 Sq.m. as per the manufacturer’s recommendation including the cost of all materials, labour, lead, lift, T&P etc., complete.as directed by the Engineer,i/c.,
368
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Providing two legged scaffolding using 48.30mm outer dia meter heavy duty M.S. pipe over all height 3.00m the distance between two legs being 1.25m and the spacing of the post being 2.00m in each rows and providing platform with country wood plants using 40mm thick silver oak and 1.00m wide in complete from with horizontal bracing @ 1.50 c/c vertical direction and with cross bracing using same 48.30mm dia meter including cutting, threading assembly with one coat red oxide primer. Labour charges cost of special such on large plate, shoe, catcher, coupling, bolt and nut transport charges and handling charges. The bottom of vertical post shall reuse on 300 x 300 x 70mm, 1:2:4 concrete base as per the standard specification. For height of 8.0m height
181
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For height of 5.5 meter
33
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For height of 13.5 meter
19
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Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete
72
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Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) For slabs, rectangular Tee or Ell beams, lintels, staircase waist and landing salbs, landing beams, loft slabs, canopy slabs, beams etc.,
285
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Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) For square or rectangular colums, boxing top and bottom slab, sill slabs, sunshade facia, fins and drops etc.,
305
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Supplying and erecting steel centering for sides and soffits including supports and strutting up to 3.29 meter height for plain surfaces such as Vertical slab, side slabs of RCC sunshade boxing, vertical drops, facia, vertical wall etc., with necessary facia etc., with all cross bracings using mild steel B.G., 10 sheets of size 90cm X 60cm stiffened with welded mild steel angles of size 25mm X 25mm X 3mm for boarding laid over silver oak (Country wood) Joists of size 10cm X 6.5 cm spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete complying with standard specification.
180
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Applying modified mortar to the damaged RCC slab/Beam/column to thickness of 20 to 75mm, with Micro concrete – RENDIROC RG, Surface preparation to receive Modified Mortar, chipping & removing all loose materials from the surface, cleaning the surface, thorough scrapping the old rods to remove rust using rust remover and clearing away the debris from the site outside the building and after applying one coat of NITO BOND EP at 1000ml for an average area of 2 sq.m per application, plywood shuttering, applying curing compound ‘NitoBond – AR’ as directed at site including the cost of all materials, labour, lead, lift, T&P etc., complete – 1 sq.m etc., complying with standard specification and as directed by the departmental officers.
197
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Reinforced Cement Concrete 1:11/2:3 (One Cement, one and half M.sand and three hard broken stone jelly) using machine broken 20 mm gauge hard broken granite stone jelly for all RCC item of works excluding cost of reinforcement grill, fabricating charges, centering and shuttering but including laying, vibrating with mechanical vibrator, finishing, curing, etc., complete and providing fixtures like fan clamps in the RCC floor/roof slab wherever necessary and bearing surfaces of wall, beam etc. shall be finished smooth with cement mortar 1:3 (One Cement and Three P.Sand) 12mm thick and kraft paper laid over it without claiming extra, etc., complete complying with standard specification as directed by the departmental officers. For foundation and basement
32.5
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For superstructure in Ground floor
24.5
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For superstructure in First floor
14
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For superstructure in Second floor
5
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Supplying, fabricating and placing in position of steel reinforcements using MS / RTS rods for all RCC works as per design given including cost of steel. Binding wire, straightening the rods, welding of rods, dia above 25mm in all floors complying with standard specifications. [The welding should conform to BIS. Wherever required at contractor’s expense.]
76
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Providing reinforcement with RTS rods of corrosion resistant quality (CRS Rods) at various heights including straightening,cutting,bending,tying in position with 18G binding wire,welding to the existing rods as directed by Engineer at site including the cost of all materials,labour,lead,lifts, Tools and plants etc., complying with standard specification and as directed by the departmental officers.
3
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Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three P.Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers
634
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Plastering of walls in cement mortar 1:3 (One cement and three P.sand) 20mm thick in all floors with water proofing compound at 2% by weight of cement and finishing neatly including provision of cement mortar bands and raised plastering for doorways wherever required and as directed without any extra claim complying with standard specifications.
180
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Applying two coats of Fosrac S2 chemical for damaged ceiling portion up to 10mm thick by two layers and by using chicken mesh in the roof/ceiling/beam/column in all floors including finishing neatly curing etc., complete as directed by the Engineer,i/c.,
1230
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Providing Sikka -32 lp is a solvent fre two component bonding agent ( epoxy resin) or equalant at 1000ml for an average area of 2 Sq.m. as per the manufacturer’s recommendation including the cost of all materials, labour, lead, lift, T&P etc., complete as directed by the Engineer,i/c.,
36
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Drilling of Bore wells 300 mm dia including transportation from one place to another in alluvial soil sedimentary strata or clay and sand stone shale pebbles boulders etc., direct or reverse rotary mud circulation method using rotary rigs including fuel, labour and bentonite and water required for drilling at site (Site will be shown by the Engineer,i/c.,) including construction of mud pit etc., complete and forming bulb in the underneath for foundation upto a depth of 3.05 etc., complete as directed by the Engineer,i/c.,
146
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Providing Granolithic floor finish for 50 mm thickness using plain Cement Concrete 1:2:4 (One cement, two M.sand, and four stone jelly) using 10 to 12mm hard broken stone jelly and the top surface shall be rubbed smooth in all floors, finishing, threading and curing etc., complete complying with standard specification.
995
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Finishing the top .of roof with one course of Solar Reflective ceramic tiles (Weathering course tiles) of size 305mmx305mmx7mm thick of approved quality laid in cement mortar 1:3 (one cement and three M.sand) 12mm with 3mm gap in between tiles and spaces are to be filled with SBR chemicals etc., complete complying with standard specifications and as directed by the Engineer,i/c.,
1077
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Providing plain cement concrete 1:2:4 (one cement, two M-sand, four aggregate) using HBG jelly of size 20mm gauge for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification
18
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Damp proof course of 20mm thick with cement mortar 1:3:6, (One cement, three sand and six hard broken granite jelly) using 20mm thick HBG stone jelly 100 mm thick Mixed with best approved quality water proofing compound conforming to IS standard 3067 specification as specified by the department officers at 2% by weight of cement used for finishing, curing etc. complete complying with standard specification.
(Quantity measured in square meters)
42
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Dadooing the walls with best quality white / colour glazed tiles of approved design, colour of size 30 cm X 45 cms over the base plastering of cement mortar 1:3 (One cement and three M.sand) 12mm thick and set in cement mortar 1:2 (One cement and two P.sand) and pointed with colour cement and finishing neatly as directed by the departmental officers., etc, complete complying with standard specification.
302
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Supplying and fixing with anti skid step tiles of 20mm thick of approved quality and make and colour with cement mortar 1:3 (One cement and three M sand) 20mm thick base plastering pointing the tiles with coloured cement to match the colour of the tiles, finishing neatly, clearing the surface neatly etc., complete and as directed by the departmental officers.
45
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Pointing with Cement mortar 1:3 (One cement and three M.sand) for pressed tiles etc., complete complying with standard specifications and as directed by the Engineer,i/c.,
30
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Brick work in Cement Mortar 1:5 (One cement and Five M.sand) using second class ground moulded chamber burnt bricks of size 9”x 4½”x 3” for the following including curing, etc., complete complying with standard specification For Foundation and basement
33
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For superstructure in First floor
14.16
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For superstructure in Third floor
13
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Brick partition walls of 11.50cm thickness using best quality II class ground moulded chamber burnt bricks of size 9" x 4-1/2" x 3" in Cement Mortar 1:3 (One Cement and Three M. Sand) using hoop iron reinforcement if found necessary including curing etc. complete and as directed by the departmental officers. (Hoop iron reinforcement will be measured and paid for separately). For First floor
20
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Supplying and fixing with Pier top caps for compund wall piers approved quality and make and colour with cement mortar 1:3 [One cement and three M sand] 20mm thick base plastering pointing finishing neatly, cleaning the surface neatly etc., complete and as directed by the Engineer,i/c.,
48
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Plastering with Cement Mortar 1:5 (One cement and Five P.sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers.
1226
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Supply and finishing in position of Solid PVC door shutters using 19 gauge 19mm MS square tubes for styles and outer frames. 15mm MS square tubes for top lock and bottom rails. The steel tubes shall be covered with 5mm thick solid PVC sheets. Shutter using 5mm thick solid PVC sheets for paneling shall rigidly fixed in position including necessary furniture fittings. The overall size of styles shall be 50mm X 30mm. The overall size of top rail, lock rail and bottom rail shall be 75mm X 30mm. The overall size of frames shall be 50mm X 45mm with suitable rebate for housing the shutter. (Solid panel PVC door with Frame)
15
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Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Louvered Ventilators of from the profile the size of outer frame 60mm x 58mm and shutter profile size of 60 x 78mm both profiles are reinforced with GI / 1mm 125GSM and 100% corrosion free, the profile are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with all over the edges of frame and shutter. The corners and joints should be welded and cleaned. Radiations pin headed glass 4mm thick should be provided in the louvers. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The ventilator should be got approved from the departmental Engineer,i/c., before use on work.
27
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Pre-Painted Galvanized Iron Fixed Louvered Ventilators with Glass and Grill: Providing and fixing louvered ventilator fabricated from roll formed sections made of galvanized steel colour coated / powder coated (Base steel as per IS 513 ‘D’ quality, galvanized as per IS 277 with Zinc of 120 grams / sqm.) with total coated thickness of 0.58mm. Paint specification: Coated sections should be with Primer coat of Epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer of 5-7 microns. Dimension of sections: The section for external frame should be of 57mm x 33mm. Fixed details: The section should be cut to length, Joined with profile to profile component. Accessories: Glass holding flanges made of glass filled nylon. Glass: Louvers should be provided with 4mm pinhead glass. Grill: Ventilator should be provided with grill made of 10mm square MS bars to 12mm x 5mm flat at 4” intervals. Total grill unit should be powder coated and fixed to ventilator frame with screws. The above frames should be fixed to brick / concrete masonry walls and floor by means of self-expanding screws.
3.54
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Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (Open) from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI / 1mm 125 GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (Black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connection mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing alround the frames. The window should be got approved from the Engineer,i/c., before use on work.
24.13
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Painting two coats of Interior emulsion paint over one coat of primer using best quality and approved colour of paint, brushes, scaffolding charges etc. complete complying with standard specification. Paint, primer and colour have to be got approved by the Engineer,i/c.,
8757
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Painting two coats of Anti Fungus Poly urethene(apex ultima) paint over one coat of primer in the exisitng wall surface, etc. complete complying with standard specification and as directed by the departmental officers.
123
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Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Engineer,i/c., before use on works).
235
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Painting two coats of cement and SBR paste mixture in the ratio of 1:1:1 (one cement, one SBR, one water) in the existing old brick wall, concrete using brushes all over the wall area etc., complete complying within standard specification and as directed by the departmental officers.
70
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White washing two coats using freshly burnt shell lime white in colour. Fevicol type gum should be used in the preparation of white wash solution, adequate quality of approved blue powder to be added to white wash solution for application to the walls etc., complete complying with standard specification.
70
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Painting old wood work with two coats of synthetic enamel ready mixed paint of approved quality and colour over a priming coat in all floors. The rate is inclusive cost of all materials and labour including the cost of primer etc., complete complying with standard specification. (The make, quality and colour of paint should be approved by the Engineer,,i/c., before use on works).
1580
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Painting old iron works two coats of enamel paint of approved quality and colour, etc., over one coat of primer complete complying with standard specification. (The paint to be used on work should be approved by the Enigneer,i/c., before use on work).
10
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Supplying and fixing of double sides pre-polished Granite slab for cupboards, racks, platform in all floors including the cost of cement mortar, curing etc., complete complying with standard specification (Granite slab thickness should be 25mm to 30mm thick) and as directed by the Engineer,i/c.,
10
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Supplying and fixing of edge polished Granite slab for cupboards, racks, platform in all floors including the cost of cement mortar, curing etc., complete complying with standard specification (The granite slab thickness should be 25mm to 30mm thick) and as directed by the Engineer,i/c.,
18
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Paving the floor with Designed Colour double charged Vitrified tiles of size 60cm x 60cm x 8mm in all floors over a base layer of Cement Mortar 1:3 (One cement and three M.sand) 20mm thick and pointed with white cement mixed with colouring pigments at the rate of 0.3 Kg/sq.m including finishing neatly and curing, etc. complete, complying with standard specification and as directed by the departmental officers. (The basic cost of tiles should not be less than Rs.80/-- Sq.ft)
318
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Manufacturing supplying and fixing of STEEL DOOR with following section. Outer frame 40 X 40 X 6mm Hollow steel special extruded section at 3.28Kg/RM and shutter frame 35 X 35 X 6mm hollow steel special extruded section at 3.28Kg/RM. Stiffeners with 32 X 6mm at 1.5 Kg/m MS flat is provided as the lock rail of the door and welded in fact on both ends to shutter frame. 20 gauge CR sheets of best quality is laid as panel in the shutters frames. 18X5mm at 0.7 Kg/m MS flat is welded over the 32X6mm at 1.50 Kg/m MS that on the rear side of the sand witching the CR sheet for rigidly. Additional stiffness with 18 X 5mm at 0.7 Kg/m MS flats are provided diagonally on the rear side of the shutter 2 Nos., of hinges in case of single leaf and 4 Nos., of hinges in case of double leaf shutter is provided 6 Nos., of hold fasts 120mm length spliced at the ends are welded to the outer frames of the door. Tower bolt 2 Nos., one at top and the other at bottom are provided. One aldrop is provided in case of double leaf door at lock rail section in the door. For single leaf doors one more aldrop is provided in the inner side of the door and additional provision for locking arrangements for lock is provided on the rear side of the door at in appropriate place, in case of a double leaf door, MS flat 32 X 3mm at 1.10 Kg/m is provided on the edge of one shutter, to conceal the gap between the shutters. A tic bat is provided at the bottom of the outer frame to prevent twisting of frame during transportation of fixing. All members are given a shop coat of red oxide primer etc., as directed by the departmental officers. The rate is include cost of all materials, labour charges, transportation, taxes and all other incidental charges etc., complete.
6.3
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Supplying Godrej locks or equivalent with 7 levers etc., complete complying within standard specification and as directed by the departmental officers.
15
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Supplying and fixing in position best quality and approved make Indian made white glazed earthernware wash hand basin of size 550 x 400 mm white colour of approed brand and quality including cost of cast iron brackets 15 mm dia brass CP pillar tap, 32 mm dia "B" class G.I. waste pipe 32 mm dia C.P. brass waste coupling with rubber plug and chain 15 mm brass nipple 15 mm dia nylon connection including fixing of wash basin in the wall in position with a pair of CI brackets with TW plugs and screws, rubber washers, white lead and giving necessary water supply connection and painting the brackets with two coat of painting over a priming coat of anti-corrosive paint including testing for leakages etc. complete complying with standard specification and as directed by the departmental officers. (The wash hand basin and specials should be got approved by the Departmental Officer before use on works
3
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Supply and fixing in position of best Indian make white / colour glazed earthernware lipped mouth flat back urinal of best approved quality of size 430mm x 260mm x 350mm with GI pipe connection, PVC waste pipe fixing the urinals in position with necessary TW plugs, clamps, screws, etc., including dismantling masnory if necessary and re-doing the same to the original condition as directed complying with standard specifications.
3
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Supplying and fixing in position by means of 75 mm long and 65 mm dia counter sunk bolt and nuts embedded in the floor with rubber or fiber washer white glazed European Water Closet white colour with 100 mm "P" trap with double flapped rigid PVC black seat and seat cover with C.P. brass hinges including supply and fixing 10 litres capacity PVC low level flushing tank with a pair of C.I. brackets, etc., complete with all fittings such as 15 mm brass ball valve with polythene float with brass handle, union coupling connected by means of 40 mm white PVC flush hand using Indian adopter joint including all internal fittings such as 15 mm brass connections, 15 mm G.M. wheel valve, 15 mm brass nipple (2 Nos.), 15 mm nylon connection and fixing the low level ISI marked flushing tank with T.W. plugs and screws and giving necessary connection to the CI / PVC pipe including cost of 600 mm length of 100 mm dia C.I. Pipe and painting the C.I. Brackets with 2 coats of approved paint over one coat of red oxide primer and redoing the dismantled masonry to original condition etc. complete. (The EWC and flushing tank should be approved by the Executive Engineer before use on works: Make: Parry ware / Hind ware or its equivalent))
4
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Supplying and fixing in position by means of 75 mm long and 65 mm dia counter sunk bolt and nuts embedded in the floor with rubber or fiber washer white glazed CERA European Water Closet white colour with 100 mm "P" trap with double flapped rigid PVC black seat and seat cover with C.P. brass hinges including supply and fixing 10 litres capacity PVC low level flushing tank with a pair of C.I. brackets, etc., complete with all fittings such as 15 mm brass ball valve with polythene float with brass handle, union coupling connected by means of 40 mm white PVC flush hand using Indian adopter joint including all internal fittings such as 15 mm brass connections, 15 mm G.M. wheel valve, 15 mm brass nipple (2 Nos.), 15 mm nylon connection and fixing the low level ISI marked flushing tank with T.W. plugs and screws and giving necessary connection to the CI / PVC pipe including cost of 600 mm length of 100 mm dia C.I. Pipe and painting the C.I. Brackets with 2 coats of approved paint over one coat of red oxide primer and redoing the dismantled masonry to original condition etc. complete. (The EWC and flushing tank should be approved by the Executive Engineer before use on works:
2
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Supplying and fixing in positon Indian Water Closet (Oriya type) of size 580 x 440mm white glazed earthern ware of approved quality and brand with "P" or "S" trap conforming to BIS with sand cushion and forming flooring alround the closet using 40mm broken brick jelly in lime concrete 1:2:5 (One lime, Two sand and Five brick jelly) 100mm thick and finishing the top to the required slope and including giving necessary connection to PVC pipes (including the cost of 110mm dia PVC pipe for a length of 600mm) by dismantling brick masonry wall / reinforced cement concrete roof / floor slab and making good the dismantled portion to the original condition with leakages etc., complete complying with standard specifications and as directed by the departmental officers. (The water closet should be approved by the Executive Engineer before use on works).
2
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Supplying and fixing in position Indian make decorative type wooden framed Mirror of approved quality and brand of size 600 x 450 mm x 5.5 mm shelf type with necessary ply wood backing, rubber buttons, brass CP screws, T.W. plugs etc. complete complying with standard specification. (The mirror should be approved by the Departmental Officer before use on woks)
3
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Supplying and fixing in position best quality brass chromium plated towel rail of 600mm length 20mm dia with CP brackets of same materials including fixing with necessary T.W. plugs, brass C.P. screws and dismantling masonry etc., complete with standard specifications. (The towel rail should be approved by the Departmental officer before use on works).
3
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Supplying and filling of double site polishing parryware urinal partition for a size of 0.60 x 1.20m and 20mm thick for urinal partition including labour for dismantling masonry if necessary the slab and finishing etc complete
3
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Supplying and fixing in position best approved ISI quality PVC Rain water down fall pipes of 110mm dia meter having working pressure of 4Kg/Cm2 including cost of PVC pipe, with necessary shoes, bends, nails, teakwood plugs, screws etc., and fixing of cost iron gratings of required dia meter and special clamps at junction of parapet and the RCC roof slab including finishing neatly etc., complete. The rate shall be inclusive of cost of brass screws, teakwood plugs to be used shall be 150mm X 25mm in front and 200mm X 75mm in rear and all other sides to a depth of 100mm. The PVC pipe shall be fixed with teak wood plugs by means of “U” clamps using brass screws. Special types of “U” clamp at the centre of the pipeline shall be fixed in addition to those for more than 3 meter pipe length complying with standard specifications.
168
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Providing inspection chambers of various size using 9” thick brick walls using second sort table moulded chamber burnt bricks of sizes 9”x 4½”x3” in Cement Mortar 1:3 (One cement and three M.sand) and plastering inside with cement mortar 1:3, 12mm thick and outside surfaces in C.M. 1:5 (One cement and five P.sand) 12mm thick. A precast cover slab of 75mm thick shall be provided for the chamber. The rate includes necessary earth work excavation to the required depth, Plain Cement Concrete 1:5:10 (One cement five M.sand and ten aggregate) 75mm thick etc., complete with standard specification and as directed by the Engineer,i/c., 60 x 60 x 90 cm (Inner dimension)
2
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Supplying, laying and jointing UPVC pipe (Schedule-40) of the following dia of approved quality and best variety and laid properly to alignment including fixing the required specials lent excluding cost of such specials but including cutting, threading and fixing to the wall with necessary clamps, screws, teak wood plugs making holes in the wall (or) drilling holes in the roof and making good the disturbed portion to the original condition with necessary brick work and plastering etc., complete complying with standard specifications. (The UPVC pipe should be approved by the Engineer,i/c., before use of work). 20mm dia UPVC pipe (Schedule - 40)
30
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25mm dia UPVC pipe (Schedule - 40)
140
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32mm dia UPVC pipe (Schedule - 40)
190
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40mm dia UPVC pipe (Schedule - 40)
190
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150mm dia UPVC pipe (Schedule - 40)
65
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Supply laying and jointing PVC pipe of approved quality and make of the following dia fixed on walls with necessary clamps and screws including cutting and threading wherever necessary, etc. complete complying with standard specification and as directed by Engineer-in-charge. (Above Ground Level) - 75mm dia PVC pipe – 6 Kg/CM2 with ISI mark
278
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110 mm dia PVC pipe – 6 Kg/CM2 with ISI mark
192
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50 mm dia PVC pipe – 10 Kg/CM2 with ISI mark
42
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Supply and fixing 15mm C.P. Angle cock tap of best quality and approved make (heavy type) including cost of cutting and threading the pipes and fixing in position with white lead, spun yarn etc., complete complying with standard specifications.
8
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Supply and fixing 15mm C.P. Pillar cock tap of best quality and approved make and heavy type quality including cost of cutting and threading the pipes and fixing in position with white lead, spun yarn etc., complete complying with standard specifications.
3
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Supplying and fixing in position 15 mm dia C.P. long body tap (Heavy type) of approved make conforming to IS specification and quality including cost of shellac, thread, etc., complete, complying with standard specification and including cutting and threading wherever necessary. (Taps should be approved by the Departmental Officer before use on the works)
4
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Supplying and fixing in position CP Two way bib cock with Health faucet of best approved quality and approved make etc.,complete complying with standard specification and as directed by the departmental officers.
3
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Supplying and fixing in position the following UPVC specials of heavy type and approved quality and good variety excluding fixing charges but including necessary cutting and pipes jointing the special complete complying with standard specifications. (The PVC specials used on the work shall be got approved by the departmental officer before use on work). 20mm dia UPVC Elbow With ISI Mark
3
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20mm Dia UPVC TEE with ISI mark
3
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20mm dia UPVC Union with ISI mark
3
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20mm dia UPVC Bend with ISI mark
3
-
-
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25mm dia UPVC Elbow with ISI mark
3
-
-
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25mm dia UPVC Tee with ISI mark
3
-
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25mm dia UPVC Union with ISI mark
3
-
-
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25mm dia UPVC Bend with ISI mark
3
-
-
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20mm dia Gate valve with ISI mark
2
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25mm dia Gate valve with ISI mark
2
-
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11/2 inch dia Ball valve with ISI mark
10
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1 inch dia Ball valve with ISI mark
10
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3/4 inch dia Ball valve with ISI mark
10
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Tank water float with ISI mark
5
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Supplying and fixing in position PVC specials such as plain bend, door bend, plain tee, door tee, of various sizes of best approved quality conforming to ISI and providing leak proof joint including fixing to wall etc., complete complying with standard specification. (The specials should be approved by the Engineer,i/c., before use on work). 4" dia PVC Door Bend with ISI Mark
8
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4" dia PVC Plain Bend with ISI mark
8
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4" dia PVC Door Tee with ISI mark
8
-
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4" dia PVC Plain Tee with ISI mark
8
-
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4" dia PVC Plain Elbow Tee with ISI mark
8
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75mm dia PVC Elbow with ISI mark
8
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75mm dia PVC door Elbow with ISI mark
8
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75mm dia PVC Tee with ISI mark
8
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75mm dia PVC Tee with door (Single) with ISI mark
8
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50mm dia PVC coupler with ISI mark
8
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50mm dia PVC Elbow with ISI mark
8
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50mm dia PVC Tee with ISI mark
8
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50mm dia PVC Door Bend with ISI mark
8
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Supplying and fixing of powder coated galvanized aluminium metal roofing sheet 0.47mm thick JSW or equivalent of ISI make of different colour sheet for roofing with necessary adjustable ridges seater by using “U” or “J” bolts and nuts with washers or SDST screws and also the labour charges for fixing in position etc., complete as directed by the Engineer,i/c.,
275
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Removing and refixing damaged AC sheet with necessary alteration with refixing necessary arrangment. screwing with power screwing machine with metal screws, bitumen washers, labour for laying sheets etc., complete.
15
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Supply and erection of M.S. “I” section of size 100 x 50 x 7.50mm ISMB, ISMC and MS channels, MS angles of size 65 x 65 x 6mm for stanchions and claddings etc., as specified by the Engineer,i/c., and fixing in correct position and alignment including necessary base plate, bolt and nuts for fixing, one coat of red oxide primer etc., complete. The rate includes all materials, labour for erection, transportation etc., complete.
2620
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Supplying and fixing of M.S.grill of approved design for open courtyard, grill, grill work to doors and window openings etc., using necessary mild steel flats for inner and outer members which should be fixed on edges including priming coat of best approved quality red oxide primer etc., complete complying with standard specification.
7330
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Providing Pre – construction Anti – termite treatment and creating a chemical barrier to the building by injecting chemical emulsion of required concentration under grade slab and grade beam, all round the Pile Caps, Catch basins, trenches, pits, tunnels, wall trenches, back fill, plinth filling, junction of wall and floor. External perimeter of building, surrounding of pipes, expansion joints, below U.G. sump and retaining/side walls etc. as per instructions of chemical manufacturer as directed by the Department officer/ Architect. The treatment shall be carried out strictly in accordance with the technical specification and conforming to IS 6313 or equivalent BS specification. The chemical to be used as insecticide for the treatment shall be Biflex Tc, TC stands for Termiticide Concentrate for Termite Control (Bifenthrin) and the application shall be diluted 1 part of chemical Biflex Tc with 49 parts of water to get 0.05% emulsion and strictly in accordance with the manufacturer’s specification. The work should be carried out by an approved and registered specialist pest control agency only. Tenderer to furnish the name of the proposed specialist firm. A 10 years post application guarantee against defects shall be furnished by the main Contractor after completion of work
Note: Horizontal plan area at ground floor level of the building will be measured and paid.
1315
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Supplying and erecting of 2000 litre capacity PVC Sintex water tank to ISI standard of approved quality and make including labour charges for fixing and fixtures required etc. complete.
4
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Supplying and fixing 300mm wide PVC EXPANSION JOINT in the 20mm expansion gap provided in between decks over piers and in between deck and dirt wall over abutment as
shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc., complete complying within standard specification and as directed by the departmental officers.
14
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Providing Plastic felt with single layer 3mm thick and specification as per I.S. code of practice.
a) After cleaning the surface, one coat of oil based bituminous Primer.
b) Plastic felt sheet member facing upwards is spread over the surface.
c) Rolls of the waterproofing membrane are unrolled (Over the coat of Bitumen oil primer) evenly and oriented to the required section of the structure by maintaining required set overlap. (100mm). d) Thoroughly heating the membrane flame torching used the LPG GAS for high melting of 150degree.
e) Overlaps (Joints) are lifted apart and are fused together completely by flame torching method.
210
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Casting and fixing of RCC Precast slab of 50mm thick in Cement Concrete 1:2:4 (One Cement, two M.sand and four stone jelly) using 20mm broken granite stone jelly excluding cost of reinforcement grill in position but including moulding charges, casting of jally, finishing, curing, fixing the jally in position and pointing the joint with C.M 1:2 (One cement and two P. Sand)in full depth in all floor etc., complete complying with standard specification.
220
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Suspended ceiling with Hilux (or) Equivalent board ceiling tiles. Providing and fixing suspended false ceiling which includes providing and fixing G.I. perimeter channels of size 27mm, 0.5mm thick having one flange of 20mm and another flange of 30mm along with perimeter of the ceiling screw fixed to brick wall / partition with the help of Nylon rawl plugs and screws and then suspending G.I. intermediate channels of size 45mm, 0.90mm thick with two flanges of 15mm each from the soffit at 1200mm centers with ceiling angle of width 25mm X 25mm X 0.50mm thick fixed to soffit with G.I cleat and steel expansion fasteners. Ceiling of 51.5mm and two flanges of 26mm each with help of connecting clips and in direction perpendicular to the intermediate channel at 1000mm centers, 12.5mm square edge Gypsum board of 10mm thick is to be fixed to ceiling section with 25mm of screws at 230mm centers. Screw fixing is to be done mechanically either with screw driver (or) drilling achine with suitable attachment. The tapered and square edges of the boards are to be joined and finished to flush with requisite jointing compound, paper, tapes and primer suitable for Gypsum plaster boards. Light fittings and access panels are to be incorporated as part of the suspended ceiling and the integrity nature of the ceiling must be maintained. For accommodating the light fittings, appropriate cut outs have to be made with the frame perimeter channels of size 20mm X 27mm X 30mm X 0.5mm, supported suitably. The Gypsum plaster board should be capable of finishing with any type of paint. Finally the face layer of the board are to be joined and finished so as to have a flush look which includes filling and finishing the tapered and square edges of the boards with jointing compound, paper tapes and two coats of primer suitable for Gypsum board.
190
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Dismantling of wooden flooring of any thickness and clearing away the damaged woods from the site with initial lead and lifts etc., complete as directed by the Engineer,i/c.,
145
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Providing cut pile carpet (Woollen) flooring with 28 density of approved colour and quality including cost of under laying polyurathene foam of 8mm thickness with carpet pile height 6mm, weight 750 GSM including paste, cost of materials and laborus etc., complete complying with standard specification and as directed by the Engineer,i/c.,
175
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Pointing the top of old (existing) pressed tiles by removing the existing and repointed with new joints for 20mm deep with racking out of Cement mortar 1:3 (One cement and three P.sand with colouring pigments and water proofing chemical as required ) bycomplete complying with standard specification and as directed by the Engineer,i/c.,
400
-
-
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