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Construction Of Poultry Feed Mill Unit With Common Facilities And Renovation Works To Existing Goat Shed And Modifying Existing Poultry Shed In Advanced Institute For Integrated Research On Livestock And Animal Sciences At Thalaivasal Koot Road In Salem, AIIRLIVAS-Thalaivasal Koot Road-Tamil Nadu

Tamil Nadu Veterinary And Animal Sciences University-TANUVAS has published Construction Of Poultry Feed Mill Unit With Common Facilities And Renovation Works To Existing Goat Shed And Modifying Existing Poultry Shed In Advanced Institute For Integrated Research On Livestock And Animal Sciences At Thalaivasal Koot Road In Salem. Submission Date for this Tender is 12-03-2021. Shed Construction Tenders in AIIRLIVAS-Thalaivasal Koot Road Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

27054407
Corrigendum : Construction Of Poultry Feed Mill Unit With Common Facilities And Renovation Works To Existing Goat Shed And Modifying Existing Poultry Shed In Advanced Institute For Integrated Research On Livestock And Animal Sciences At Thalaivasal Koot Road In Salem
Open Tender
Indian
Tamil Nadu
AIIRLIVAS-Thalaivasal Koot Road
12-03-2021

Tender Details

Construction Of Poultry Feed Mill Unit With Common Facilities And Renovation Works To Existing Goat Shed And Modifying Existing Poultry Shed In Advanced Institute For Integrated Research On Livestock And Animal Sciences At Thalaivasal Koot Road In Salem District

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 03-Mar-2021 Bid Submission Date Extension Date 12-03-2021

Key Value

Document Fees
Refer document
EMD
INR 87000.0 /-
Tender Value
INR 1.53 Crore /-

BOQ Items

Name of Work: Construction of Poultry Feed mill unit with common facilities and renovation works to existing Goat shed and modifying existing poultry shed in "Advanced Institute for Integrated Research on Livestock and Animal Sciences" at Thalaivasal koot Road in Salem District
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Civil Works
2 1.01 Clearing the site using JCB on hire charges around the proposed building and making approach road to the site etc., complete as directed by the Engineer,i/c., Special 10 Hours
3 2 Earth work excavation for foundation in all soils except hard rock requiring blasting inclusive of shoring, strutting and refilling the foundation with excavated earth in layers of 15mm thick, watered, well rammed etc., complete as directed and depositing the surplus earth within the compound with initial lead of 10m and initial lift of 2m, leveling the site etc., complete complying with standard specifications. SS 23 & 24 284 Cum
4 3 Supplying and filling in foundation, basement, etc with Filling sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. 24 & 25 V, VI\nS2 27 Cum
5 4 Plain Cement Concrete 1:5:10 (One Cement, five M.sand and ten aggregate) using 40 mm size hard broken granite stone jelly for foundation and flooring including dewatering wherever found necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification SS 28 152 Cum
6 5 Supplying and filling in foundation, basement, etc with Quary Dust in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. 24 & 25 V, VI\nS2 Item 2 1255 Cum
7 6 Supplying and erecting steel shuttering including necessary supports for plain surfaces for reinforced cement concrete works such as grade beams, column footing, plinth beam, stair case steps, pedestals bed blocks cover slab etc., using mild steel B.G. 10 sheets of size 90cm X 60cm stiffened with 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, supported by casurina props of 10cm to 13cm diameter spaced at 75cm centre to centre etc., complete complying with standard specification. SS 30 & 44H 351 Sqm
8 6.1 Supplying and erecting steel centering for sides and soffits including supports and strutting up to a height of 3.29m meter for plain surfaces such as RCC slabs, beams TEE or ELL beams, lintels staircases beams 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 laid over silver oak (Country wood) joists of size 10cm X 6.5cm spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at 75cm centre to centre etc., complete complying with standard specification in all floors. SS 30 & 44H item 2 567 Sqm
9 6.2 Supplying and erecting steel centering for sides and soffits including supports and strutting up to 3.29 meter height for plain surfaces such as RCC square or rectangular columns, top and bottom slabs of sunshade boxing sill slabs 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 SS 30 & 44H item 3 262 Sqm
10 6.3 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. SS 30 & 44H item4 188 Sqm
11 7 Reinforced Cement Concrete 1:1 ½:3 (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 30V, VI (2), 5VI (S4) VII 127 Cum
12 7.1 For super Structure Ground floor 60 Cum
13 7.2 For super Structure First floor 24 Cum
14 8 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.] SS 86 & 86A, 86B 242 Quintals
15 9 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 4 ½” x 3” for the following including curing, etc., complete complying with standard specification. For foundation and basement SS 31 & similar to 31C 149 Cum
16 9.1 For Super Structure Ground floor 166 Cum
17 10 Providing brick partition wall of 11.50 cm thick using best quality second class ground moulded chamber burnt bricks of size 9” X 4 ½” X 3” in cement mortar 1:3 (One cement and three M.sand) including supply and fixing hoop iron reinforcement if considered necessary by the departmental officers as directed etc., complete complying with standard specifications. (The hoop reinforcement will be measured and paid separately). 31C 115 Sqm
18 11 Plastering of walls in cement mortar 1:5 (One cement and five P.sand) 12mm thick in all floors including provision of cement mortar bands and raised plastering for doorways wherever required and as directed without any extra claim complying with standard specification. SS 56 & 57 2820 Sqm
19 12 Plastering of walls in cement mortar 1:3 (One cement and three P.sand) 12 mm 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 SS 56 & 57\n \nitem 2 150 Sqm
20 13 Supplying and fixing MS iron grill for windows ventilators and grill gate etc., including one coat of red oxide primer using MS angle of size 40X40X6mm grill using 20X6mm MS flat and necessary hold fast with MS angle 40X40X6mm 23cm length splashed at end is to be provided at appropriate places for fixing the grill etc., complete complying with standard specification. The type design for the grills should be got approved by the departmental officers before execution. SS 86 1300 Kgs
21 14 Supplying, fabricating and fixing in position UPVC windows using JP 23 (80mm X 50mm 1.3 Kg/m) and JP 111 (80mm X 50mm 1.5kg/m) UPVC profiles for the outer frame. Total breadth is being divided equally into two or more shutters by using UPVC profile JP 050 (60mm X 36mm 0.80 Kg/m) and complete with fusion welding, 12.mm thick GI reinforcement and complete the window by fitting with 4mm clear glass with UPVC glass bead JP 022.(35mm X 18mm 0.27 Kg/m) including cost of all materials, labours, power consumption required for fabrication, drilling holes in RCC column, slab, masonry walls wherever necessary with power drills to the required extent and make good to the original condition after fixing and also as directed etc., complete. Special 2 25 Sqm
22 15 Design, fabrication, supply and erection of push and pull type rolling shutter Gear Operated with ISI mark at site of work made out of certain using 18G x 3" lath section bright CRCA strip in one piece without any welded joints at 76mm rolling centers interlocked with each other ends locked with heavy type cast iron / MS clips complete with lock plate using 10g MS sheets reinforced with 40mm x 40mm x 6mm MS angles at bottom and fitted with heavy letches and locking arrangements and handle on either side with pulling lock including necessary hood cover using 0.90mm CRCA sheet reinforced with 25 x 25 x 3 MS angles or gate channel. The roller shall be of heavy cast iron pullys, fitted with heavy duty. 'C' class 40mm steel pipe and high tensile carbon coil springs (2 springs should be supplied) with all accessories, etc. complete. The rolling shutters shall be fixed with pressed guide channels of 10G MS sheet and attached to the side brackets with 20mm square bar. Side brackets shall be 10G MS plates and cast iron 'U' clamp shall be riveted to the side brackets. The rolling shutters and accessories should be as per IS 6248 / 1979 specifications. The rolling shutter should be with two numbers of brass side locks and one number of brass centre lock with duplicate keys with necessary guide brackets for the locks, etc. The rolling shutters shall be coated with heavy coat of red oxide primer including inside portion of hood, etc. complete and as per the direction of departmental officers. Special 3 80 Sqm
23 16 Supplying and fixing of M.S. pipe of various sizes (3" dia pipe for vertical posts and 1½" dia M.S. pipe for stay) enbedding with cement concrete 1:2:4 to a depth of 0.50 and leaving 1.50m above the ground including providing necessary for lening applying a coat of primer ect. complete. Special 4 8600 Kgs
24 17 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., Special 5 1910 Sqm
25 18 Supplying fabricating, erecting of colour Galvalume 0.47mm ridge sheet including cost of self drilling (SDST) screws with washers, fixing charges lead and lift etc., complete. Special 6 40 Rmt
26 19 Refilling in foundation and basement with excavated earth in layers of not more than 15cm thick, well rammed, watered and consolidated etc., complete complying with standard specification. 24 & 25 V, VI\nS2 Item 3 64 Cum
27 20 Supplying and fixing turbo ventilators with 4mm thick transparent sheet for lighting to made out from MS Galvalum sheet to automatically revolving on the roof. complete complying with standard specification. Special 7 10 Nos.
28 21 Supply laying and jointing PVC pipe with ISI Mark of approved quality and make of the following dia fixed on walls with necessary clamps and screws including cutting and threading including necessary fittings, etc. complete complying with standard specification and as directed by Engineer-in-charge. (Below Ground Level) 32mm dia PVC pipe - 10 Kgf / CM2 with ISI mark SS 96 & 97 160 Rmt
29 21.1 25mm dia PVC pipe - 10 Kgf / CM2 with ISI mark 160 Rmt
30 21.2 63mm dia PVC pipe - 6 Kgf / CM2 with ISI mark 160 Rmt
31 21.3 110mm dia, PVC pipe - 6 Kgf / CM2 with ISI mark 160 Rmt
32 22 Providing rain water harvesting pit by earth work excavation in circular shape of 90 cm dia at 100 cm depth. The pit is encased with well ring of 90 cm dia , 30 cm depth, 50 mm thick using RCC 1:2:4 using 20 mm metal for 4 nos. The entire depth ie. 120 cm is filled with 40 mm size metal. The top of the pit is covered with RCC 1:2:4 50mm thick perforated slab including cost and fabrication of reinforcement grills for ring and cover slab, labour charges, cost of materials, moulding curing, finishing and fixing in position etc. complete. Special 8 2 Nos.
33 23 Supplying and erecting RCC well rings of size 0.90m dia and 50mm thick to a height of 300mm including pre-casting, reinforcement, sinking of well, transportation, sinking of well, transportation charges etc. complete with standard specification and as directed by the Engineer,i/c.,\n\n Special 9 18 Nos
34 24 Providing inspection chambers of various sizes 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) 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) Special 10 16 Nos
35 25 Supplying and fixing in position of PVC Sintex water tank of 2000 Litres capacity approved quality and make including the cost of PVC adopter, lifting charges, conveyance, etc., complete. Special 11 7 Nos
36 26 Supply and fixing of granite sink size 2’-0” X 2’-0” X 1’-0” of good quality and with a pair of M.S. angle, brackets, 40mm PVC waste pipe with necessary coupling T.W. plugs, screws, washers, white lead, etc., including painting two coats including dismantling the masonry if necessary and recovering the same to the original condition as directed. (The granite sink to be used on work should be got approved by the Engineer,i/c., before use on work). Special 12 5 Nos
37 27 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 got approved by the Departmental Officer before use on the works) SS 98 16 Nos
38 28 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 got approved by the Departmental Officer before use on woks) SS 102 2 Nos
39 29 Supplying and fixing in position best quality Aluminium 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 got approved by the Departmental officer before use on works). SS 102 & 103 2 Nos
40 30 Painting new iron works such as steel doors, windows, ventilators, windows 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). SS 66 & 66A 300 Sqm
41 31 Providing plain cement concrete 1:2:4(one cement, two M.Sand and 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 SS 28 item 3 80 Cum
42 32 Painting the walls with two coats of exterior emulsion paint over one coat of exterior primer as instructed by the departmental officers including preparation of surface curing etc., complete in all floors complying with standard specifications. (The colour and shade of the paint shall be got approved by the Executive Engineer before use of work.) 66-66A\n \n 2420 Sqm
43 33 Dismantling the reinforced cement concrete of any thickness and clearing away the debris carefully, stocking the materials useful for reuse etc., complete complying with specification and as directed by the departmental Engineer. Special 13 2 Cum
44 34 Removing the truss purlin and refixing the same after raising the column with necessary plates wherever necessary with proper welding including labour etc.. Special 14 6000 Sqm
45 35 Dismantling the plain cement concrete in the foundation of any thickness and clearing away the debris carefully, stocking the materials useful for reuse etc., complete complying with specification and as directed by the departmental Engineer. Special 15 50 Kgs
46 36 Supplying and fixing in position of 2''x2'' size chain link fencing 10 gauge and fixing with M.S. Angle post using 16 gauge G.I. Wire including running the 2 ply and 4 pin G.I. barbed wire 12 gauge at bottom, middle and top of M.S. angle posts (As stiffner to the chain link fencing) etc, complete copmplying with standard specification. Special 16 100 Sqm
47 37 Removing the weld mesh and re-fixing in position of weld mesh grill of size as may be directed using 40X40X6mm M.S. angle for outer frame, 40X6mm M.S. flats for bracings, 1¼”X 1¼”M.S. weld mesh 10 gauge for panels including cost of materials, labour for wrought and put up and applying a coat of primer etc., complete. Special 17 150 Sqm
48 38 Removing the debries away from the site of work using lorry transport and dumped in the place approved by the municipal authorities and as directed by the Engineer,i/c., etc., complete.\n(The capacity of lorry load should not be less than 2.83 M3)\n\n Special 18 10 Loads
49 39 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 got approved by the Enigneer,i/c., before use on work). SS 66 & 66A item 5 1400 Sqm
50 40 Thorough Scrapping the existing surface and painting two coats of plastic emulsion paint with one coat of primer using best quality and approved colour of paint, brushes, scaffolding charges etc., complete complying with standard specifications. Special 19 1300 Sqm
51 41 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 SS 56 & 57\n \nitem 4 50 Sqm
52 42 Supplying and filling in Foundation and basement and trenches etc., with well Gravel in layers of not more than 15cm thick well rammed watered and well consolidated etc., complete complying with standard specifications and as directed by the Engineer,i/c., Similar to SS 24 & 25 200 Cum
53 43 Supplying and fixing in position the following Gun metal gate / wheel valve of best quality and approved make and heavy type quality including cost of cutting, threading of the pipes and fixing of the G.I. pipe in position with white lead, spun yarn etc., complete complying with standard specifications. 32mm dia GM Gate valve (with ISI mark) SS 95 & similar to 97, 98 5 Nos
54 43.2 25mm dia GM Gate valve (with ISI mark) 5 Nos
55 44 Supplying and fixing of UV treated polypropylene co-polimer plastic slatted flooring made of unbreakable plastic of size 60x60cm each panels, with manure passing whole with break load 250 kgs and gap of leg stall should not exceed 15mm and depth of the panel should be 50mm with interlocking arrangements.(colur and make should be get approved by engineer incharge). 300 Sqm
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