Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department Tender
Civil And Construction
Eprocure
Opening Date26 Nov 2022
Closing Date1 Dec 2022
Tender Amount₹ 96,86,000
Costs
EMD
₹ 99,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_RDTN_268082_1Bid Award Id
ViewTender No
3058/2022/B1Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Fabrication of steel including Cost and conveyance, labour charges etc, Complete.,
2.16
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-
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75mm End cap-TP27
21
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-
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Supply of 15 mm Brass Ferrule (TP-53)
494
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-
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C.C.(1:2:4) Mix using 20mm ISS & HBG metal including cost & conveyance & Labour charge etc. complete.
63.92
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-
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25 mm Female Threaded Adapter(LR)
305
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-
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Drilling of bore wells any where in Thanjavur District including transportation form one place to another place whithin the above district in alluvial soil or sedimentary strata of clay and sand or sand stone, shale, pebbles boulders etc., by first taking a pilot bore of 140mm dia and then enlarging to required dia by direct or reverse rotary mud and water required for drilling at the site shown by the departmental officers including construction of mud pit. ( Water available within a lead of 1.50km)
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Lowering and laying the PVC Pipes and specials to trench , laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste etc(TP-268)
9544
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PVC Male Threaded Adaptor 20mm (LR)
610
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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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DISTRIBUTION SYSTEM 75 mm
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20mm PVC Pipe - 10 ksc (SOR PWD P.No : 99)
2440
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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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25 X 20 mm PVC Bush ( LR )
988
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-
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20mm PVC Pipe - 10 ksc (SOR PWD P.No : 99)
3952
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-
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Lowring PVC / DWSC rigid pipes and Specials to trench and Laying Proper Grade and Alinment Including all(TP-268)
2964
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-
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63mm PVC Bend-TP27
95
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Supplying and and erection of steel centering using mild steel sheets including Cost and conveyance, labour charges etc, Complete
846.94
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PVC saddle piece of size 63X20mm (1.4 PVC SPECIALS AS PER IS 7834/1987 TWAD SOR P.No : 26)
494
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-
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Labour Charges of 15 mm Brass Ferrule (TP-299)
494
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-
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25 X 20 mm PVC Bush ( LR )
610
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75mm PVC Bend-TP27
41
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50 mm GIbendTP-44
3
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Upto 60m TP-302
180
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Earth work excavation in all types of strata for laying of pipes with the standard trench width as per Bd .Circular No. 28/ AE10/ P&D/ 2001/ dt. 01.10.2001 and JCE (P&D)/ Lr.No. LM/ AE10/ P & D/ 2001/ dt.22.11.2001(TP-296)
9544
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25 mm Threaded Elbow(LR)
305
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-
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Earthwork Excavation for 20mm PVC pipe (0.60m x 1.05m) including refilling SOR TWAD P.No : 295
1600.56
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150mm OD PVC Plain Blue Casing Pipes. (SW/MW).TP-22 CS
180
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Charges for developing the Bore well with Air Compressor of 300 / 250 CFM capacity including transportatin, labour and fuel charges for compressor as directed by the departmental officers and conducting yield test by "V" notch methods. TP-305
24
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Supply and Delivery of single phase pumpset with mortar as per ISI 20 Lpmx 80m head including panel board consist of following Relay, Contact, Condenser, Volumeter and Ammeter suitable for the above pumpset
3
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Upto 60m TP-302
180
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Construction of Road for Restoring the Cut Portion
-
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Labour Charges of 15 mm Brass Ferrule (TP-299)
305
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60 and above TP-302
90
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Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.(TP-296)
4091
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-
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Painting the post with good quality Enamel paint and numbering on the post including Cost and conveyance, labour charges etc, Complete.,
799
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Labour Charges for inserting PVC casing pipes assembly (with slots and without slots) in the drilled hole including jointing the pipes with PVC couplers with cement paste etc., complete and supplying and packing the annual space with pebbles of size and quality as approved by the departmental officers 140mm PVC casing pipes.TP-304
270
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63mm PVC Tee Mould -TP27
57
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25 mm Female Threaded Adapter(LR)
494
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Supply and Delivery of following GI pipes and specials conforming to IS 554/86 for GI pipes 1239/1990 part 1 required for pumpset erection
-
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-
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Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.(TP-295)
988.2
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Brass Chromium Plated Screw Down Tap 15mm dia (Heavy Type) (SOR PWD P.No : 48)
494
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-
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Part.01.Providing Distribution line and NEW FHTC at Annalakraharam Habitation in Annalakrakaram Panchayat
-
-
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63mm Coupler Mould-TP27
72
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-
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50 mm UPVC Pipe Medium (B Class)TP-24
135
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-
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Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI Marking to site of works a. 63 mm OD PVC Pipe 4 KSC ( TP-21)
9544
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-
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25 mm Threaded Elbow(LR)
494
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-
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Supply and delivery of stainless steel flow control valve (Appollo or Equivalent)(LR)
494
-
-
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Brass Chromium Plated Screw Down Tap 15mm dia (Heavy Type) (SOR PWD P.No : 48)
305
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-
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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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63mm End cap-TP27
48
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-
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Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.(TP-295)
1600.56
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-
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60 and above TP-302
90
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-
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50 mm GI Flange setTP-44
3
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-
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Supplying and delivery of the following materials as per specification.
-
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-
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Supply and delivery of stainless steel flow control valve (Appollo or Equivalent)(LR)
305
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Provision for Borewell-3Nos
-
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50 mm GI Coupling P-44
6
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Earth work excavation in all types of strata for laying of pipes with the standard trench width as per Bd .Circular No. 28/ AE10/ P&D/ 2001/ dt. 01.10.2001 and JCE (P&D)/ Lr.No. LM/ AE10/ P & D/ 2001/ dt.22.11.2001(TP-296)
4110
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-
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Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
3.42
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-
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Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.(TP-296)
9544
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-
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Lowering and laying the PVC Pipes and specials to trench , laying to proper grade and alignment, Jointing with PVC coupler and specials fixing with Solvent cement paste etc(TP-268)
4110
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-
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DISTRIBUTION SYSTEM 63 mm
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PVC Elbow 20mm (SOR PWD P.No : 99)
915
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Provision for Geological survey
3
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-
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50 mm MS Clamp set TP-44
3
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-
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Lowring PVC / DWSC rigid pipes and Specials to trench and Laying Proper Grade and Alinment Including all(TP-268)
1830
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Provision for New 63 mm FHTC's
-
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-
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75mm Coupler Mould-TP27
31
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PVC Male Threaded Adaptor 20mm (LR)
988
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150mm PVC End Cap TP-27
3
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-
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Labour charges for erection of pumpset in the deep bore well including connection of submersible cable etc.TP-307
3
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-
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1.5 Sq.mm flat copper submersible cable TP-120
135
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-
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140/0.3 Copper wire for service connection PWD-125(10sq.mm)
135
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Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI Marking to site of works a. 75 mm OD PVC Pipe 4 KSC ( TP-21)
4110
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-
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75mm PVC Tee Mould -TP27
25
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Supply of 15 mm Brass Ferrule (TP-53)
305
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150mm OD PVC Slot Casing Pipes.(MW) TP-22 RS
90
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Provision for Name Board
1
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-
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Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
3.42
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Provision for Platform (0. 75 mmx0.75 mmx0.075m) & Vertical Post (0.15mx0.15mx1.05 m) As Per Sub Estimate
-
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Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .GRIII
5.13
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Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested.(TP-296)
7.98
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-
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PVC saddle piece of size 75X20mm (1.4 PVC SPECIALS AS PER IS 7834/1987 TWAD SOR P.No : 26)
305
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-
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PVC Elbow 20mm (SOR PWD P.No : 99)
1482
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-
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