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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹60.5 LAccepted-Finance | 1 | Accepted-Finance First Lowest | |
| 2 | 2₹60.5 L+₹2,033.10 (0.03%)Accepted-Finance | 2 | Accepted-Finance Second Lowest |
Tender Value
₹62.3 L
EMD Value
₹62,400
Closing Date
1 Dec 2022, 3:00 pmClosed
BLOCK DEVELOPMENT OFFICER(VP)
BLOCK DEVELOPMENT OFFICER(VP),PANCHAYAT UNION,KUMBAKONAM
Implementation of JalJeevan Mission (SVS) to Providing Distribution line and NEW FHTC at Ariyathidal Habitation in Annalakrakaram Village Panchayat in KumbakonamPanchayat Union of Thanjavur District for the year 2022-2023
2022_RDTN_268085_1
3058/2022/B1
Open Tender
Civil Works - Water Works
Item Rate
365 days
Annalaghraharam
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹62,400
Yes
27 Dec 2022
26 Nov 2022
1 Dec 2022
26 Nov 2022
1 Dec 2022
26 Nov 2022
Amount
Part.01.Providing Distribution line and NEW FHTC at Ariyathidal Habitation in Annalakrakaram Panchayat
DISTRIBUTION SYSTEM 75 mm
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)
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)
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)
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)
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)
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
75mm PVC Bend-TP27
75mm Coupler Mould-TP27
75mm PVC Tee Mould -TP27
75mm End cap-TP27
DISTRIBUTION SYSTEM 63 mm
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)
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)
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)
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)
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
63mm PVC Bend-TP27
63mm Coupler Mould-TP27
63mm PVC Tee Mould -TP27
63mm End cap-TP27
Provision for New 75 mm FHTC's
Earthwork Excavation for 20mm PVC pipe (0.60m x 1.05m) including refilling SOR TWAD P.No : 295
20mm PVC Pipe - 10 ksc (SOR PWD P.No : 99)
Lowring PVC / DWSC rigid pipes and Specials to trench and Laying Proper Grade and Alinment Including all(TP-268)
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)
PVC saddle piece of size 75X20mm (1.4 PVC SPECIALS AS PER IS 7834/1987 TWAD SOR P.No : 26)
Supply of 15 mm Brass Ferrule (TP-53)
Labour Charges of 15 mm Brass Ferrule (TP-299)
Supply and delivery of stainless steel flow control valve (Appollo or Equivalent)(LR)
25 X 20 mm PVC Bush ( LR )
PVC Elbow 20mm (SOR PWD P.No : 99)
PVC Male Threaded Adaptor 20mm (LR)
25 mm Threaded Elbow(LR)
Brass Chromium Plated Screw Down Tap 15mm dia (Heavy Type) (SOR PWD P.No : 48)
25 mm Female Threaded Adapter(LR)
Provision for New 63 mm FHTC's
Earthwork Excavation for 20mm PVC pipe (0.60m x 1.05m) including refilling SOR TWAD P.No : 295
20mm PVC Pipe - 10 ksc (SOR PWD P.No : 99)
Lowring PVC / DWSC rigid pipes and Specials to trench and Laying Proper Grade and Alinment Including all(TP-268)
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)
PVC saddle piece of size 63X20mm (1.4 PVC SPECIALS AS PER IS 7834/1987 TWAD SOR P.No : 26)
Supply of 15 mm Brass Ferrule (TP-53)
Labour Charges of 15 mm Brass Ferrule (TP-299)
Supply and delivery of stainless steel flow control valve (Appollo or Equivalent)(LR)
25 X 20 mm PVC Bush ( LR )
PVC Elbow 20mm (SOR PWD P.No : 99)
PVC Male Threaded Adaptor 20mm (LR)
25 mm Threaded Elbow(LR)
Brass Chromium Plated Screw Down Tap 15mm dia (Heavy Type) (SOR PWD P.No : 48)
25 mm Female Threaded Adapter(LR)
Provision for Platform (0. 75 mmx0.75 mmx0.075m) & Vertical Post (0.15mx0.15mx1.05 m) As Per Sub Estimate
Supplying and and erection of steel centering using mild steel sheets including Cost and conveyance, labour charges etc, Complete
C.C.(1:2:4) Mix using 20mm ISS & HBG metal including cost & conveyance & Labour charge etc. complete.
Fabrication of steel including Cost and conveyance, labour charges etc, Complete.,
Painting the post with good quality Enamel paint and numbering on the post including Cost and conveyance, labour charges etc, Complete.,
60000 Litre Capacity OHT As Per Sub Estimate
Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers(First Depth)
Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers(Second Depth)
Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by TWAD Board officers
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.
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.
For items 1.5m to 4.5m below GL
For items 0 to 1.50m below GL
For items 0m to 4.5m above GL &1.00 m Above G.L
For items 4.50m to 7.32m above GL
For items 7.32m to 10.98m above GL
For items 10.98m to 14.64m above GL
For items above 14.64m & up to 18.30m from GL
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 G.L.
ABOVE G.L. to 3.30m
Curved Surface - 11.30m to 12.30m
Square column - Below GL and upto 3.30m above GL
3.31m to 4.30m ht
Painting two coats with approved Emulsion 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.
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.
Supply delivery and fixing of staircase with M30 grade concrete for landings, MS ladder of 0.45m wide using 50x50x5mm MS angles for sides and steps at 0.30m c/c, with GI pipe handrails using 32mm GI pipes for railings and verical support at 0.45m C/c, MS flats (Size 40mm x 5mm ) for horizontal ties at 0.3m c/c and at bottom with Anchor fastener bolts of size 12mm x 75mm including cost of materials labour for fabrication of handrails fixing, painting etc., complete.
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.
Providing 110mm PVC vent cowl arrangements mosquito proof nylon net and as directed by TWAD Board officers
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.
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
Painting TWAD Board emblem on the SR with enamel paint as per Board's specification and as directed by TWAD Board officers
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 Pipe
65mm GI pipes for over flow & rain water harvesting pipe
50mm GI pipes for scour pipe
65mm GI pipe for delivery pipe
90mm PVC Threaded coupler
63mm PVC Threaded coupler
65mm dia GI Tee
65mm dia GI bend 90
65mm GI coupler
65mm GI union
65mm GI Elbow
50mm GI union
50mm GI Elbow
65mm GI Tee
65x50mm GI reducer
65mm GM gate valve
50mm GM gate valve
63 mm PVC 4Ksc Pipe
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers
Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling.
Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers
Providing Hand rails over the Standing Platform by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers
60000 Litre OHT - Pump Room As Per Sub Estimate
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
Refilling the basement with excavated earth other than sand complying the Standard specification
Filling with good river sand into foundation and basement including cost and conveyance of all materials to work site and all labour charges for filling, watering etc., complete.
Levelling Course 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.
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
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
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.
Special ceiling plastering in CM 1:3 –10mm thick including cost and conveyance of all materials and all labour charges etc., complete.
Plastering in CM 1:5 ,12mm thick including cost and conveyance of all materials to work site and all labour charges etc., complete.
Providing granolithic floor finish in cement concrete 1:2:4 mix using 10-12mm ISS metal to 25mm thick including cost and conveyance of all materials to site and all labour charges for mixing, laying, curing etc complete
White washing two coats using shell lime including cost and conveyance of all materials to site and all labour charges etc comoplete
Painting two coats of newly plastered wall surface with ready mixed including thorough scrapping , clean removal of dirt and including necessary plaster of paris putty wherever required etc, complete complying with standard specification
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
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.
Supplying Steel Door and windows as per standard specification - Door of size 0.90mx2.10m
Provision for Twad Board Emblem
Provision for Lock and Key Provision
Towards cost and supply of RCC Jolly of size 0.60*0.60m
Construction of Road for Restoring the Cut Portion
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
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
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
Provision for Name Board
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}
K RAGAVAN
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