Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date3 Aug 2024
Closing Date6 Aug 2024
Tender AmountRefer Documents
Costs
EMD
₹ 18,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_469427_2Tender No
P4/2170/2024/OHT/NRKLTender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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Painting two coats using ready mixed Plastic Emulsion paint inlcuding priming coat including cost and conveyance of all materials to site and all labour charges etc complete
166.54
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50mm GM gate valve
1
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Supplying and Fixing in Position of Cut Stone set in Cm 1:3 using well dressed cut stone supporting inlet pipe inside the tank and as directed by the officers
1
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Columns above 10.30m upto 10.90m ht from GL
4.8
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From 11.30m to 12.30m ht above GL
0.72
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Supply and delivery of the following 63 mm PVC pipes 6 kgs to confirm to ISI specification and as amended from time to time
100
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Earthwork excavation and dwposition on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Board officers. Hard stiff clay, block cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B
13.12
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From 5.30m . to 6.30m
11.91
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65mm GI union
2
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-
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65x50mm GI reducer
1
-
-
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From 7.30m to 8.30m ht
4.8
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-
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Columns above 4.30m upto 5.30m ht from GL
4.8
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-
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65mm dia GI bend 90
1
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-
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Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost of conveyance of all materials and all labour charges etc., complete for foundation
2.96
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RCC 1:11/2:3 using 20mm HBG Metal excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing
15.27
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-
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Above 7.32m and upto 10.98m Ht from GL
2.53
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3.31m to 4.30m ht
4.08
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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)
8.56
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63mm PVC Tee IS 7834/1987 page 10
1
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-
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Columns above 6.30m upto 7.30m ht from GL
4.8
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Earth work excavation and depositing on bank with an initial lead of 10 m and lift of 2m in narrow trenches for laying and jointing of pipe for water supply in hardstiff clay , black cotton soil , hard earth ,and hard gravelly soil etc complete.
63
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Columns above 9.30m upto 10.30m ht from GL
4.8
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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}
1
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-
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65mm GI Tee
2
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13.30m to 15.30m
53.03
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Supply and delivery and fixing position of FRC man hole cover and frame of Size 60x60cm ( Heavy Duty) on roof slab and as directed by the officers The manhole frame and cover should be of light duty and conforming (TWAD 2024-25 Vol I P.No. 96 (Unique code M-0640)(1058.22+1511.02)
1
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From 10.98m upto 14.64m ht above GL
11.41
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From 11.30m to 12.30m ht above GL
40.02
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65mm dia GI bend 90
5
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65mm dia GI Tee
2
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Above 4.50m and upto 7.32m Ht from GL
2.23
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-
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Earthwork excavation and dwposition on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Board officers. Hard stiff clay, block cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B
58.55
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Supplying, fabricating and placing in position of HSD steel rods for reinforcement including the cost of steel and binding wire etc., complete and as directed by Board officers.
4588.5
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Cement Concrete 1:2:4 mix using 20mm ISS HBG metal including cost of conveyance of all materials and all labour charges etc., complete for foundation
2.63
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50mm GI pipes for scour pipe
13
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Provinding steel centering using MS plates of size 90cmx60cm 13 grade to 10 grade thick welded with 25mmx25mmx3mm MS angles supported with country wood stantling of size 10cmx6.5cm at 90 cm C/C strutting with casurina props of 100m to 13cm dia as directed by Board Officers.
21.42
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From 8.31m . to 9.30m
11.91
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63mm End cap page 12 sl.no 11
1
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-
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Brick work using country bricks of size 83/4"x41/4"x23/4" in cement mortar 1:3 (One cement and three M.Sand) including curing neat finishing, etc., complete complying with standard specifiction.
0.25
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Providing and fixing of RCC inner access ladder in RCC 1:1:5:3 (one cement, one and half sand and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc., to required height and clear width of 45cm consisting of two Nos. of vertical post of 10cm x 15cm and step slab of 25mm x25mm etc., complete and as directed by Board officers.
1
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Provision for pipe connection arrangements for inlet outlet, scour and overflow etc., includeing cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint etc., complete as detailed below.
-
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65mm GI pipes for over flow & rain water harvesting pipe
16
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Conveyance of the following PVC and spls with lead 200m to site of work and laying to proper grade and alingnment and jointing pipes with couplers and cement paste and testing to the required pressure etc complete.
100
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63mm PVC Bend page 12 ,sl.no-3
2
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Construction of 30000 litre OHT with Extensition of Pipe line at Koluvur Village in Koluvur Panchayat.
-
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75mmx63mm PVC reducer
2
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63mm PVC Threaded coupler
2
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Fabrication,supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6m MS angle for sides and steps in 16mm MS plain rods fixed at 30cm centre to centre welded, jointed etc., providing with suitable side supports, clamps, and locking arrangements provided with one coat of red oxide paint for providing access to roof top of 10,000 lit. capacity OHT of suitable inclined length, including bottom anchorage and 6transportation and as directed by Board officers.TWAD SOR 2024-25 Vol II Pg No. 92
1
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Earthwork excavation in all classes of soil except hard rock requiring blasting with initial lead and lift etc., complete as per SS 20B.
1.28
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63 mm PVC 4Ksc Pipe
1
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90mm PVC Threaded coupler
1
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-
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Refilling with excavated earth after the pipes are laid jointed and tested including watering ramming and consolidation etc complete as directed by RDDA Officers
63
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column 14.64m to 18.63m ht above G.L
3.1
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Plastering with Cement Mortar 1:5 (One cement and Five M.Sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers.
6.79
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Sand filling with clear river sand including watering, consolidation etc.,complete for Foundation as directed by Bdo officers
8.75
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Columns above 5.30m upto 6.30m ht from GL
3.99
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65mm GI pipe for delivery pipe
13
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Columns above 8.30m upto 9.30m ht from GL
3.99
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-
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12.30m to 13.30m
26.19
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65mm GI coupler
5
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-
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50mm GI union
2
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-
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Curved Surface 11.30m to 12.30m Height
2.48
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-
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65mm GM gate valve
2
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-
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Above Gl and Upto 4.50m Height
2.83
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Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for fooundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Board officers.
4.37
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Refilling the Foundation for Service reservoir with excavated earth (other than sand) in layers of 15cm thick well rammed,watering and consoildating etc Complete complying with standard Specification as directed by the officers
90.33
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-
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65mm GI Elbow
1
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-
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From 3.30m to 4.30m ht above GL
25.91
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