Tender For Construction Of 60000 Ltr Oht At Nachampatti In Thinnakonam Panchayat
Tender Value
Ref. Documents
Estimated cost
Bid Submission
20 Aug 2024
0 days left
EMD
29970
Bank guarantee accepted
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Non-refundable
Tender Type
Online
Tender Overview
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Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
musiri → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available
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Address
Project Description
Construction Of 60000 Ltr Oht At Nachampatti In Thinnakonam Panchayat
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 07-Aug-2024 | Date corrigendum | Date | 08-Aug-2024 |
| 2 | 08-Aug-2024 | Date | Date | 14-Aug-2024 |
| 3 | 14-Aug-2024 | Date Alter | Date | 20-Aug-2024 |
BOQ
| Sl. No. | Item Description |
| 1 | Construction of 60000 Ltr OHT at Nachampatti in Thinnakonam panchayat Earthworkexcavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth and earth mixedwith smallsize boulders for foundation SS 20BFirst depth 0.00 - 2m |
| 2 | Second depth2.00 m -Below |
| 3 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidationetc complete. For Column Foundation |
| 4 | Cementconcrete1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete. For Column Foundation |
| 5 | Supplying and erecting steel centering for sides and soffits I including necessary supports\" and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by TWAD Board officers. PLANE SURFACESBelow GL For footing sides |
| 6 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete. As per Sl. No. 1 of Steel Schedule |
| 7 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete For rectangular portion |
| 8 | Supplying and erecting steel centering for sides and soffits I including necessary supports\" and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete. Square column upto G.L. Brace Beam Bottom |
| 9 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete. For column upto G.L. Brace Beam Bottom |
| 10 | Earthworkexcavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth and earth mixedwith smallsize boulders for foundation SS 20B For G.L. Brace Beam (3.66-2.90=0.76) |
| 11 | Cementconcrete1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by TWAD Board officers. For GL Brace Beam Foundation (3.66-0.35= 3.31) |
| 12 | Supplying and erecting steel centering for sides and soffits I including necessary supports\" and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete. ForG.L. Brace Beam Inner Side, outer, projection, beam inner, ladder side |
| 13 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete |
| 14 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete.For Ground Level Brace Beam, Landing Beam Projection, Landing Slab |
| 15 | Refilling the foundation with excavated earth including watering and consolidation etc., complete. |
| 16 | Supplying and erecting steel centering for sides and soffits I including necessary supports\" and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete. For column, G.L. brace beam top to First brace beam bottom -(0.00 to 2.65) entering Rate Square column (0.00 to 2.65) |
| 17 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete. For column, G.L. brace beam top to First brace beam bottom - (0.00 to 2.65) RCC Rate (0.00 to 2.65) |
| 18 | Supplying and erecting steel centering for sides and soffits I including necessary supports\" and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete. BRACE BEAM - |
| 19 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete |
| 20 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete. |
| 21 | Supplying and erecting steel centering for sides and soffits I including necessary supports\" and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete. First brace beam Top to Second beam bottom (3.10-5.75)Square Column(3.10 - 3.30) |
| 22 | Square Column(3.30 - 4.30) |
| 23 | Square Column(4.30 - 5.30) |
| 24 | Square Column(5.30 - 5.75) |
| 25 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete. For Col.First brace beam Top to Second beam bottom (3.10-5.75)Square Column(3.10 - 4.50) |
| 26 | Square Column(4.50 - 5.75) |
| 27 | Supplying and erecting steel centering for sides and soffits I including necessary supports\" and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete. Second Brace beam(5.75 - 6.20)Landing Beam outer Landing Beam inner, Landing Slab Ladder side |
| 28 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete |
| 29 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete. For Second Brace Beam (5.75 - 6.20) |
| 30 | Supplying and erecting steel centering for sides and soffits I including necessary supports\" and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete. Square Column(6.20 - 6.30) |
| 31 | Square Column(6.30 - 7.30) |
| 32 | Square Column(7.30 - 8.30) |
| 33 | Square Column(8.30 - 8.85) |
| 34 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete. Column From Second Brace beam Top to Third Brace Beam Bottom(6.20 - 8.85) |
| 35 | Supplying and erecting steel centering for sides and soffits I including necessary supports\" and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete. THIRD BRACE BEAM - (8.85-9.30) |
| 36 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete |
| 37 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete. Third Brace beam (8.85-9.30) |
| 38 | Third Brace beam (9.00 - 9.30) |
| 39 | Landing Beam Projection (8.85 - 9.00) |
| 40 | Landing Beam Projection(9.00 - 9.30) Landing Slab - (9.18 - 9.30) |
| 41 | Supplying and erecting steel centering for sides and soffits I including necessary supports\" and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete. Third Brace Beam Top to Floor (Grid) Beam Bottom (9.30 - 11.14) |
| 42 | Square Column(9.30 - 10.30) |
| 43 | Sq. Col. Cent. Rate (10.30 - 11.14) |
| 44 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete. Column From Third Brace beam Top to Floor (Grid) Beam Bottom(9.30 - 11.14) |
| 45 | Supplying and erecting steel centering for sides and soffits I including necessary supports\" and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete. Floor (Grid) BEAM -(11.14-11.59) |
| 46 | Floor (Grid) BEAM Inside - (11.30-11.59) |
| 47 | Centering Rate plain surface (11.14 - 11.30) |
| 48 | Centering Rate plain surface (11.30 - 11.59) |
| 49 | Floor Slab Floor Slab Bottom including working space (11.59 - 11.59) (5.69+0.90+0.90 =7.49 dia) |
| 50 | Floor Slab side(0.00 - 0.26) Chainage Height (11.59-11.85) |
| 51 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete |
| 52 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete. Grid (Floor) Beam (11.14 - 11.59) |
| 53 | FLOOR / GRID BEAM AND FLOOR SLAB LAID Supplying and erecting steel centering for sides and soffits I including necessary supports\" and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete. |
| 54 | Curv. Surface Tank Side wall inner(12.30-13.30) |
| 55 | Curv. Surface Tank Side wall inner(13.30-14.30) |
| 56 | Curv. Surface Tank Side wall inner(14.30-14.89) |
| 57 | Curv. Surface Tank Side wall inner(14.89-15.30) |
| 58 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete. Haunch(11.85- 12.00) |
| 59 | Water Tank Side Wall(13.50-15.30) |
| 60 | Water Tank Side Wall Completed Supplying and erecting steel centering for sides and soffits I including necessary supports\" and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete. Cover Slab Bottom (15.30-15.30) Centering Rateplain surface (3.30-4.30) (3.45m Height) |
| 61 | Tank cover slab side wall (curved) (15.30-15.485) Curverd Sur. Cent. Rate(3.30 -4.30) |
| 62 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete |
| 63 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete. |
| 64 | Providing PVC ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl etc., complete., |
| 65 | Providing manhole cover of size 0.60 m X 0.60 m in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges etc., complete.,RCC Cover Slab |
| 66 | Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (one cement, one and half sane! 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 4Scm consisting of two Nos. of ve~ical post of 10cm x lScm and step slab of 25mm x 25mm etc., complete. |
| 67 | Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50 mm x 60 mm MS angle for both sides and for steps at 30 cm C/C welded jointed etc., for I staging from GL to Fst 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 - 1 No. and abouve Ground Level - 4 Nos.Supply and fixing of 32 mm GI pipe medium for hand rails for the Landing slab.Supplying and fixing of MS base plate of 100 mm x 100mm x 6 mm 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. |
| 68 | Providing cut stone slab in CM 1:3 etc., complete.,(.45x.45x.15) |
| 69 | Exterior Emulsion Painttwocoats with approved exterior emulsion paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete. |
| 70 | Towards cost and supply of plumbing materials for tank inlet, outlet, scour and over flow etc.,65mm dia GI pipes for inlet connection |
| 71 | 65mm dia GI pipes for over flow and RWH |
| 72 | 65mm dia GI pipes for delivery pipe. |
| 73 | 50mm dia GI pipes for scour pipe. |
| 74 | 90mm dia PVC Threaded coupler |
| 75 | 63mm dia PVC Threaded coupler |
| 76 | 65mm dia GI Tee |
| 77 | 65mm dia 90 Deg. Bend |
| 78 | 65mm dia GI Bend (Short) |
| 79 | 65mm dia GI Coupler |
| 80 | 65mm dia GI Union |
| 81 | 65mm dia GI Elbow |
| 82 | 50mm dia GI Union |
| 83 | 50mm dia GI Elbow |
| 84 | 65mm dia GI Tee |
| 85 | 65 X 50mm dia GI Reducer |
| 86 | 75 X 63mm dia PVC Reducer |
| 87 | 75 X 90 mm dia PVC Reducer |
| 88 | 65mm dia GM Gate Valve |
| 89 | 50mm dia GM Gate Valve |
| 90 | 75mm PVC Threaded coupler |
| 91 | Borewell & Motor ArrangementsGEOPHYSICAL INVESTIGATION CHARGES |
| 92 | DRILLING OF 150MM DIA BOREWELL IN HARDROCK AREAS ANYWHERE IN TAMILNADU INCLUDING TRANSPORTATION TO THE WORKSITE IN HARDROCK AREAS AND DEVELOPING THE BOREWELL Over Burden Soil (Ref:- Managing Director, TWAD Board, Chennai, Ltr No. F15090/AE/CM/TWAD Dated. 22-04-2013) |
| 93 | DRILLING OF 150MM DIA BOREWELL IN HARDROCK AREAS ANYWHERE IN TAMILNADU INCLUDING TRANSPORTATION TO THE WORKSITE IN HARDROCK AREAS AND DEVELOPING THE BOREWELL(Ref:- Managing Director, TWAD Board, Chennai, Ltr No. F15090/AE/CM/TWAD Dated.22-04-2013) |
| 94 | SUPPLY OF 150MM OD PVC CASING PIPE INCLUDING TRANSPORTATION CHARGES ETC., |
| 95 | PROVIDING BORWELL CAP AT TOP OF PVC CASING PIPE PROJECTED ABOVE GROUND LEVEL AFTER COMPLETING THE DRILLING PROCESS AS DIRECTED BY TWAD BOARD OFFICERS- Sl. No. 1 -b |
| 96 | Borewell sub mercible pumpset75X225lpm Mtrhead (7.50HP) |
| 97 | 7.50 Hp panel board consist of following .Voltmeter and ammeter suitable for above pumpset |
| 98 | 4sqmm submersible cable |
| 99 | 7/20 gi wire |
| 100 | 6sqm multistrand Copper wire |
| 101 | 63ams fuse unit |
| 102 | 50mm UPVC column Pipe |
| 103 | Pump Adopter |
| 104 | UPVC Pipe Caller |
| 105 | 50mm GI Elbow |
| 106 | 50mm GI Coupling |
| 107 | 50mm GI Flange set |
| 108 | 25mm GI Service pipe |
| 109 | MS Kiosk Box |
| 110 | Wooden board (600 x 600mm) |
| 111 | 63ams main switch |
| 112 | 50mm Barrel pit |
| 113 | 5ams switch |
| 114 | 50 mm Non Return Valve |
| 115 | 50mm bore clamp set |
| 116 | 50mm bore cover plate |
| 117 | 20mm Rigid pipe 1.80mm thick |
| 118 | 20mm Rigid bend |
| 119 | Cost of (75 mm PVC pipe 6 ksc) |
| 120 | 75 mm PVC Tee |
| 121 | 75 mm PVC Bend |
| 122 | 75 mm PVC Elbow |
| 123 | PVC Adhesive |
| 124 | COMPLETE CONSTRUCTION OF MASONRY PEDESTAL 0.60M HEIGHT FROM GROUND LEVEL FOR ERECTING THE HDPE TANK. |
| 125 | ERECTION OF POWER PUMPS IN BOREWELL LABOUR CHARGES FOR ERECTION OF TWIN PACKER DUPLEX TYPE JET PUMPS IN BOREWELLS UPTO 150 MM DIA INCLUDING FIXING OF SUCTION PIPE REGULATING VALVES WITH JET ASSEMBLY UPTO A MAXIMUM DEPTH OF 30 M AND DELIVERY PIPE VALVES PRESSURE GAUGES UPTO THE EXTERIOR WALL OF PUMP ROOM AND ERECTION OF PANEL BOARD CONSISTING OF TPICN SWITCHES STARTER, VOLTMETER, AMMETER, THREE INDICATOR LAMPS CAPACITOR AND LAYING AND JOINTING THE CABLES AND TWIN EARTHING AS PER IE RULES ETC., COMPLETE AND TESTING THE PUMPS AND TRAIL RUN FOR 10 DAYS INCLUDING SIGNING OF COMPLETION OF REPORTS AS REQUIRED BY EB AUTHORITIES AND FINISHING THE PIPE HOLES INCLUDING THE FOUNDATION BOLTS, NUTS AND EARTH PITS.( SI. NO. 17, C -I, PAGE - 252, TWAD - S.O.R- 2018-19) |
| 126 | EXTERNAL WIRING FOR BOREWELL MOTOR |
| 127 | Earth work excavation in all soil for laying jointing of PVC Pipes and specials including refilling the trenches after people laying works. |
| 128 | Provision for Name Board |
| 129 | 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} |
AI Tender Summary
Tender Timeline
Aug 14, 2024
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 08, 2024
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Aug 14, 2024
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Aug 20, 2024
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
CompletedAug 20, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 20, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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