Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Road Construction
Eprocure
Opening Date28 Jan 2025
Closing Date30 Jan 2025
Tender AmountRefer Documents
Costs
EMD
₹ 12,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RDTN_519646_5Bid Award Id
ViewTender No
3961/2024/A2 Date 03.01.2025Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by TWAD Bord officers
8.75
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Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the TWAD Board Officers.
4.37
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Reinforced Cement Concrete Mix M30 grade using 10mm & 20mm Hard blue granite Broken stone (machine crushed) excluding the cost of RTS rods for reinforcement and centering, strutting, shuttering but including cost of all materials mixing, laying, Vibrating the concrete with mechanical vibrators, ramming, consolidating, finishing and curing etc., Complete and as directed by the TWAD Board Officers.
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Below 1.5m from GL
13.52
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0m to 1.50m below GL
1.75
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0m to 4.50m above GL
2.83
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4.50 m to 7.32 m above GL
2.22
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7.32 m to 10.98 m above GL
2.53
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10.98 m to 14.64 m above GL
11.4
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14.64 m to 18.30 m above GL
3.09
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Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG10 stiffened with MS angle of size 25 X 25 X 3 mm for boarding laid over I type MS Truss of size 25 X 25 X 3mm about 90cm c/c and supported by 40mm GI pipes (Medium) spaced at 75cm c/c etc complete and as directed by the TWAD Board Officers.
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Plain Surface
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Below GL
19.94
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From GL to 3.30m
25.92
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From 5.30m to 6.30m above GL
11.91
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From 8.30m to 9.30m above GL
11.91
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From 11.30m to 12.30m
40.03
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Square Column:
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Square Column Below GL and upto 3.30m above GL
21.42
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3.31m to 4.30m ht
4.08
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4.31m to 5.30m ht
4.8
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5.31m to 6.30m ht
3.99
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6.31m to 7.30m ht
4.8
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7.31m to 8.30m ht
4.8
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8.31m to 9.30m ht
3.99
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9.31m to 10.30m ht
4.8
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10.31m to 11.30m ht
4.8
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11.31m to 12.30m ht
0.72
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Curved Surface - upto 3.30m ht.
-
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11.30m to 12.30m
2.48
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12.30m to 13.30m
26.2
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13.30m to 14.30m
26.2
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14.30m to 15.30m
26.86
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Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.( The steel should conform to the relevant ISspecification and supplied with test certificate Fe. 415 grade as per IS specification No.1786/1985 and as amended from time to time) delivery at site of work including loading, freight, unloading, stacking, transit insurance charges, taxes etc. complete.and as directed by the TWAD Board officers.
4.18
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Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departmental officer) and as directed by the TWAD Board officers.
166.57
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Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for both sides and for steps at 30cm C/C welded jointed etc ., for I staging from GL to 1st level brace (weight 4.5kg/m) IInd and IIIrd staging upto floor slab and IVth staging from floor slab to roof top. Supply, delivery and fixing of 32 mm GI pipes medium for hand rails from I stage to IVth stage. RCC M30 Grade mix for Landing slab 5 nos. at Ground Level- 1No. and above Ground Level - 4Nos. Supply and fixing of 32mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS Base plate of 100mm X 100mm X 6mm thick for fixing Anchore fastener bolt for fixing of hand rails at Landing slab and MS Ladder providing locking arrangements with two coats of approved enamel paint over one coat of red oxide paint as per approved Type Design and as directed by TWAD board officers. Page 92
1
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Manufacturing, Fabrication, Supply and delivery of Aluminium ladder 6m height Folding type for operating inside the pumproom made out of Aluminium “ Џ “ channel 3” x 1 1/2” , 4mm thick for sides and steps in “L” channel 3” x 1 1/4” , 4mm thick @ 45cm width, 30cm c/c providing with suitable roller, rope, rubber bush etc. including cost of all materials, labour etc. complete and as directed by TWAD Board officers. Page 92
1
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Providing 110mm PVC vent cowl arrangements mosquito proof nylon net and as directed by TWAD Board officers
2
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Supply and fixing of cut stone of size 0.30m x 0.30m x 0.15m in CM 1;3(one cement and three sand) below inlet pipe for Service Reservoir as directed by TWAD Board Officers.
1
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Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers
1
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Pipe connection arrangements for inlet,outlet,scour and overflow etc. including cost of pipes,specials,valve,labour charges for lifting, aligning, cutting, threading ,fixing and painting of GI pipes with two coats of approved quality enamal paint etc. complete as detailed below. - 65mm GI pipes for inlet connection
18
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65mm GI pipes for over flow & rain water harvesting pipe
16
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50mm GI pipes for scour pipe
13
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65mm GI pipe for delivery pipe
13
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63mm PVC Threaded coupler
2
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65mm dia GI equal Tee
5
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65mm dia GI bend 90
5
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65mm dia GI bend (short)
5
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65mm GI coupler
1
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65mm GI union
2
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65mm GI Elbow
1
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50mm GI union
2
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50mm GI Elbow
1
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65mm GI Tee
2
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65x50mm GI reducer
2
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75mmx63mm PVC reducer
1
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65mm GM gate valve
2
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50mm GM gate valve
2
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63 mm PVC 4Ksc Pipe
6
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Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers
43.54
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Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling.
1
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Pump Room (Sub Estimate)
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Earthwork excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15cm thick well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with inital leads and lifts, etc. Including leveling the sites complete complying with standard specifications and as directed. In sand or other loose soil, wet sand not under water, silt, light black cotton soil, sandy loams and ordinary soil. TNBP SS NO 20B 23 & 24 I Depth (G O No. 26/27.02.2014)
1.45
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Supplying and filling in foundation and basement with filling sand in layers not more than 15cm thick well rammed, watered and compacted complete complying with standard specification. TNBP SS NO 24 & 25
0.51
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Cement concrete 1:4:8 mix (one cement four sand and eight hard broken stone) using 40mm ISSHBG metal for foundation, flooring and rendering the top rough to take floor finish including watering wherever necessary and laid in layers not more than 15cm thick compacting etc. Completeas per specification and as direceted TNBP SS NO. 28
0.43
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Reinforced Cement concrete 1:1.5:3 mix using 20mm ISSHBG metal from approved sources including cost and conveyance of all materials to work site and all labour charges for mixing, laying, and watering etc., complete. Below
0.91
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Reinforced Cement concrete 1:1.5:3 mix using 20mm ISSHBG metal from approved sources including cost and conveyance of all materials to work site and all labour charges for mixing, laying, and watering etc., complete. Above basement
0.39
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Brickwork in CM 1:5 mix using country bricks of standard size including cost and conveyance of all materials to work site and including all labour charges and all incidential charges etc., complete. Upto basement
1.07
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Brickwork in CM 1:5 mix using country bricks of standard size including cost and conveyance of all materials to work site and including all labour charges and all incidential charges etc., complete. For Superstruture.
2.54
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Special ceiling plastering in CM 1:3 ,10mm thick including cost and conveyance of all materials and all labour charges etc., complete.
3.67
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Plastering in CM 1:4 ,12mm thick including cost and conveyance of all materials to work site and all labour charges etc., complete.
31.16
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Supplying and painting the walls with two coats of oil bound distemper over one coat of water based cement primer including cost for distemper, primer, cleaning and scrapping the walls, rendering the walls smooth with necessary putty, brushes, scaffolding arrangements, labour charges, etc., as per standard specification. (The colour and shade of the distemper shall be got approved by the Executive Engineer before use of work).
13.29
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Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification.
20.06
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Painting two coats over new iron works using ready mixed enamel paint including cost and conveyance of paint and all labour charges etc complete
3.78
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Supply of Steel Doors of size 0.90x2.10m
1
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Supply of RCC Jolly of size 0.60 m x 0.30 m
1
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Supplying and erecting steel centering for Plane surfaces RC slab, beam, lintel bed block landing slab waist slab etc., Below GL
2.76
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Supplying and erecting steel centering for Plane surfaces RC slab, beam, lintel bed block landing slab waist slab etc., Abow GL
3.46
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Providing Granolithic floor finish with CC 1:2:4 using 10-12mm hbg jelly 25mm thick
3.27
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Supply and fabrication of steel including cost and conveyance of steels to worksite including labour for cutting, jointing and welding if necessary including all labour charges for dying with binding wire etc., complete.
0.23
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Provision for Service Conection
1
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EPL Sub Estimate
-
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Supply and delivery of PVC rigid pipes for potable water supply with ISI 4985 / 2000 marking with necessary couplers (or) bell ended pipes as specified in ISI, the required quantity of solvent cement and having the following working pressure. The cost of pipes should include loading, freight, transit insurance, incidental charges, packing, taxes and transportation charges upto stack yard in good condition etc., complete (the cost excluding unloading from lorries at stack yard and stacking which will be paid separately) and as directed by the Depatmental Officers.
120
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Earth work excavation and depositng on bank within an initial lead of 10 m and initial lift 0 to 2 m in Hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders for laying pipeline in respect of following size of pipe with standard trench width and required depth including shoring, struting, balling out water wherever necessary and all other incidental works such as barricading, providing danger lights, labour for watch and ward,as oer standard specifications and as directed by the Departmental officers.
75.6
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Lowering PVC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste as per standard specifications and as directed by the Departmental Officers.
120
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Refilling with excavated earth (other than sand) in respect of following sizes of pipes watered well rammed and consolidated etc. complete complying with standard specification for filling the trenches after the pipes and specials are laid, jointed and tested and as directed by the Depatmental Officers.
75.23
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Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
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PVC Elbow 63mm
1
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PVC Tee 63mm
2
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PVC Threaded coupler 63 x 50mm
2
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PVC End Cap 63mm
1
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Borewell Sub Estimate
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Drilling of borewell anywhere in Tamilnadu including transportation from one place to another place within Tamilnadu in alluvial soil or sedimentary strata of clay and sand or sand, stone, shale, pebbles, boulders etc.,by first taking a pilot bore of 140 mm/150mm dia and then enlarging to required dia by direct or reverse rotatry mud and circulation method using Contractor’s rig, fuel, labour, drilling, betonite mud and water required for drilling at the site shown by the TWAD Officers including construction of mud pit (only Calyx drills are to be used).
50
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Reaming from 150 mm dia pilot bore to 300 mm dia bore as directed by the TWAD Board Officers upto 60 m Depth ending from ground level
50
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Labour charges for inserting 150 mm dia M.S. Casing pipes assembly (With slots or without slots) in the drilled hole including welding the joints and packing annular space with pebbles of size and quality as approved by the Executive Engineer / TWAD Board
50
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Charges for developing the borewell with air compressor of 300 CFM capacity (Minimum 8 Hours) including transportation labour and One hour 1303.93 fuel charges for compressor as directed by TWAD Board Officers and conducting yield test by ‘V’ notch method.
5
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Supply and delivery of 200mm OD PVC plain casing (CM) pipe
50
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Supply and delivery of 200mm PVC end cap
1
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Supply and delivery of submersible pumpset 200*60
1
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Supply and delivery of 5.0 HP Panel Board
1
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Supply and delivery of 2.5 Sqmm submersible cable
45
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Supply and delivery of 50mm Upvc Column Pipe
40
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Supply and delivery of 50mm GI flange set
1
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Supply and delivery of 50mm GI coupling
1
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Supply and delivery of 50mm MS Clamp set
2
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Bore CoverBore cap using M.S. Flat of size 1 cm x 3 mm and M.S. sheet on top with bolting arrangements for securing the cap in position (Bore caps with M.S. Couplings need not be made) 8" Casing Pipes
1
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Labour charges for the erection of submersiblepumpset inborewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the requireddepth valves erection clamps, pressuregauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter,three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days. up to 5.0 HP
1
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Name Board
1
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QC Charge
1
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GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package} 12% for other than Earth Quantity
1
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