Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Eprocure
Opening Date31 Jul 2024
Closing DateCancelled
Tender Amount₹ 18,42,000
Costs
EMD
₹ 18,420Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_468416_1Tender No
1885/2024/B1Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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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.
6.71
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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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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 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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-
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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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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.
4.58
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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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Providing Fusion Bonded Epoxy coting not lees then 175microns thickness and upto 300microns to reinforcement of all diameters as per IS 13620/1993 including testing of coating at plant.the cost is inclusive of cost on account of carefulhandling, PVC coated binding wires, tochup material supplied by coating agency, repair work, loading, unloaing and strengthening of bent rods etc., complete as per specification and as directed by the engineer in chrge.for 8mm to 16mm
4.58
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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.
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 0.60m x 0.60m x 0.10m 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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65mm GI pipes for over flow & rain water harvesting pipe
47
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50mm GI pipes for scour pipe
13
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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 dia GI bend (short)
1
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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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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
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
44.12
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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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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. 63 MM PVC 4KSC PIPE
45
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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.
25.04
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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.
45
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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.
28.21
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PVC Elbow 63mm
2
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PVC Tee 63mm
2
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PVC End Cap 63mm
2
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