Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Electrical and Electronics
Water Storage And Supply
Electrical Works
Eprocure
Opening Date30 Jan 2025
Closing Date1 Feb 2025
Tender Amount₹ 15,00,000
Costs
EMD
₹ 15,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RDTN_521838_1Tender No
A2/1474/2024THOLKUDITender 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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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.
2.05
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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.Below 1.5m from GL
4.29
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0m to 1.50m below GL
1.03
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0m to 4.50m above GL
2.11
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4.50 m to 7.32 m above GL
2.32
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7.32 m to 10.98 m above GL
4.96
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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.Plane Surface Below GL
10.08
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From GL to 3.30m
6.1
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From 3.30m to 4.30m above GL
5.18
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From 6.30m to 7.30m
22.28
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Square Column: Square Column Below GL and upto 3.30m above GL
22.44
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3.31m to 4.30m ht
4.2
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4.31m to 5.30m ht
4.8
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5.31m to 6.30m ht
4.8
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6.31m to 7.30m ht
3.36
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Curved Surface - upto 3.30m ht.
45.27
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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.
12.6
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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.
78.77
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Supply and Delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for sides and steps in 16 mm MS plain rods fixed at 30cm C/C welded jointed etc ., providing with suitable side supports, clamps and locking arrangements provided with two coats of approved enamel paint over one coat of redoxide paint , for providing access to roof top of 10000 litres OHT of suitable inclined length , including bottom anchorage and transportation and as directed by TWAD Board officers. The rate includes concrete bed block in CC 1:2:4 using 20mm HBGS at top and bottom of suitable size with necessry anchor bolts.
1
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Providing and fixing of RCC inner access ladder in RCC 1:11/2 :3 (one cement,one and half sand and three aggregate) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centring,shuttering charges, mixing concrete,curing etc. to required height and clear width of 45 cm consisting of 2 nos. of vertical post of 10 cm x 15 cm and step slab of 25mm x 25mm etc.complete and as directed by TWAD Board Officers.
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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Supplying and fixing of water tight Manhole frame and cover ofMedium type) of size 0.60 x 0.60m in RCC 1 : 11/2:3 with suitable reinforcement and 50 x 50 x 6mm MS angle fixed along edges and as directed by the TWAD Board Officers.
1
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Painting TWAD Board Emblem on the Service Reservoir with enamal paint as per Board's specification and as directed by TWAD Board Officers.
2
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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
13.5
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65mm GI pipes for over flow & rain water harvesting pipe
13.5
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50mm GI pipes for scour pipe
8.5
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65mm GI pipe for delivery pipe
12
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90mm PVC Threaded coupler
1
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63mm PVC Threaded coupler
2
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65mm dia GI Tee
2
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65mm dia GI bend 90
5
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65mm GI coupler
5
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65mm GI union
2
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65mm GI Elbow
1
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65mm flange set
3
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50mm flange set
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 (Medium)
1
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75mmx63mm PVC reducer
2
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65mm GM gate valve
2
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50mm GM gate valve
1
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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
20.01
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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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Earthwork excavation in all classes of soils and depositing on bank with an initial lead and lift such as sand or other loose soil, wet sand not under water silt and ordinary soil, sandy loom, and hard stiff, black cotton soil, red earth, earth mixed with
2.14
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Filling with good river sand into foundation and basement including cost and conveyance of all materials to work site and all labourcharges for filling, watering etc., complete.
1.35
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CC 1:4:8 mix using 40mm ISSHBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying and watering etc., complete.
0.94
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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
0.8
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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
2.75
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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.
3.14
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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.
4.75
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Plastering in CM 1:5 ,12mm thick including cost and conveyance of all materials to work site and all labour charges etc., complete.
38.26
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Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 (One Cement, Two crushed stone M.Sand and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers)
7.57
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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.
40.15
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Painting two coats with ready mix paint of approved colour and trade for doors & windows including cost and conveyance of all materials and all other labour charges etc., complete.
3.78
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Supplying and erriecting, centring for plane surfaces structures such as RCC slab, beam etc., inlcuding strutting upto 3m height using mild steel sheets of size 90cm x 60cm x and B.G 10 stiffened with M.s angles of size 25 mm x 25mm x 3mm for boarding lai
2.92
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Supplying and erriecting, centring for plane surfaces structures such as RCC slab, beam etc., inlcuding strutting upto 3m height using mild steel sheets of size 90cm x 60cm x and B.G 10 stiffened with M.s angles of size 25 mm x 25mm x 3mm for boarding lai
3.86
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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.
0.07
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Supplying Steel Door and windows as per standard specification
1
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Towards Labour charges for Fixing of Steel Doors
1.89
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Towards cost and supply of RCC Jolly of size 0.60*0.60m
1
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Geophysical : survey charge
1
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Drilling of bore well in alluvial soil sedimentary strata of clay and sand stone, shale, pebbles, boulders etc., by first taking a pilot bore of 140mm/ 150mm/ 200mm dia and then enlarging to required dia by direct or or reverse rotary mud circulation method, using contractor’s rig, fuel, labour, drilling, at the site shown by the Departmental Officers including construction of mud pit and transportation (Water available within a lead of 1.5Km) using Rotary Rig. a) Drilling of 140/150/200mm b) Pilot bore Upto 60mts. Depth ending below G.L
60
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From 60mts. And upto 90mts. Depth ending below GL
30
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From 90mts. And upto 120mts. Depth ending below GL
27
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Reaming from 140/150mm dia pilot bore to 300mm dia bore as directed by the Departmental Officers. Upto 60mts. Depth ending below G.L
60
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From 60mts. And upto 90mts. Depth ending below GL
30
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From 90mts. And upto 120mts. Depth ending below GL
27
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Reaming form 300mm dia point bone to 400mm dia bore well as directed by the Department Officers. Upto 60mts. Depth ending below G.L
60
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From 60mts. And upto 90mts. Depth ending below GL
30
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From 90mts. And upto 120mts. Depth ending below GL
27
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Logging charges for bore well
1
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Labour charges for inserting PVC casing pipes (With slots or without slots) in the drilled hole including jointing the pipes, supplying and packing the annular saace with pebbles of size and quality as approved by the department officers.200 mm OD PVC Pipe
117
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Supply and delivery of the following materials required for the erection of borewell 200 mm dia bottom Dummy
1
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Bore well top Cover
1
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200 mm OD PVC plain casing pipe
96
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200 mm OD PVC slotted casing pipe
21
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Charges for developing the bore well with air compressor of 450cfm/600cfm capacity ( minimum 8 hours ) including transportation labour and fuel charges for compressor as directed by the Department Officers as directed by the Departmental Officers and conducting yield test by “V” Notch methods.
8
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