Tender For Construction Of 30000 Litres Rcc Oht With 12.00 M Staging Height (M 30 Mix) At Kallikudi In Ponnusangampatti Panchayat.
Tender Value
19.60 Lakhs
Estimated cost
Bid Submission
26 Oct 2026
14 days left
EMD
20000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Tiruchirappalli → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction Of 30000 Litres Rcc Oht With 12.00 M Staging Height (M 30 Mix) At Kallikudi In Ponnusangampatti Panchayat.
BOQ
| Sl. No. | Item Description |
| 1 | DETAILED ESTIMATE FOR CONSTRUCTION OF 30000 LITRES RCC OHT WITH 12.00 M STAGING HEIGHT (M 30 MIX) at Kallikudi in Ponnusangampatti Panchayat. Earthwork excavation 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 mixed with small size boulders for foundation SS 20B |
| 2 | Second depth 2.00 m - Below |
| 3 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete. |
| 4 | Cement concrete 1:4:8 (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. |
| 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. |
| 6 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete. |
| 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 with mechanical vibrator, finishing, curing etc., complete |
| 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. |
| 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 with mechanical vibrator, finishing, curing etc., complete. |
| 10 | Earthwork excavation 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 mixed with small size boulders for foundation SS 20B |
| 11 | Cement concrete 1:4:8 (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. |
| 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. |
| 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 with mechanical vibrator, finishing, curing etc., complete. |
| 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. |
| 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 with mechanical vibrator, finishing, curing etc., complete. |
| 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. |
| 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 with mechanical 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. |
| 22 | Square Column (3.30 - 4.30) |
| 23 | Square Column (4.30 - 5.30) |
| 24 | Square Column (5.30 - 5.74) |
| 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 Square Column (3.02 - 4.50) |
| 26 | Square Column (4.50 - 5.74) |
| 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. |
| 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 with mechanical vibrator, finishing, curing etc., complete. |
| 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 (6.04 - 6.30) |
| 31 | Square Column (6.30 - 7.30) |
| 32 | Square Column (7.30 - 8.30) |
| 33 | Square Column (8.30 - 8.76) |
| 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 |
| 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. |
| 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 with mechanical vibrator, finishing, curing etc., complete.Third Brace beam (8.76-9.00) |
| 38 | Third Brace beam (9.00 - 9.06) |
| 39 | Landing Beam Projection (8.76 - 9.00) |
| 40 | Landing Beam Projection (9.00 - 9.06) |
| 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.Square Column (9.06 - 9.30) |
| 42 | Square Column (9.30 - 10.30) |
| 43 | Square Column (10.30 - 11.30) |
| 44 | Square Column (11.30 - 11.31) |
| 45 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete. |
| 46 | 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 - (11.31-11.61) |
| 47 | Floor Slab Bottom including working space (11.61 - 11.61) |
| 48 | Floor Slab side (0.00 - 0.24) Chainage Height (11.61-11.85) |
| 49 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete |
| 50 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating |
| 51 | 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. |
| 52 | Curv. Surface Tank Side wall outer (12.30-13.30) |
| 53 | Curv. Surface Tank Side wall inner (13.30-14.30) |
| 54 | Curv. Surface Tank Side wall inner (14.30-14.75) |
| 55 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating Water Tank Side Wall (12.00 - 13.50) |
| 56 | Water Tank Side Wall (13.50-14.75) |
| 57 | 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 (14.75-14.75) |
| 58 | Tank cover slab side wall (curved) (14.75-14.93) |
| 59 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete |
| 60 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete. |
| 61 | Providing PVC ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl etc., complete., |
| 62 | 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., |
| 63 | 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. |
| 64 | 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. |
| 65 | Providing cut stone slab in CM 1:3 etc., complete.,(.45x.45x.15) |
| 66 | Exterior Emulsion Paint two coats with approved exterior emulsion paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including |
| 67 | Towards cost and supply of plumbing materials for tank inlet, outlet, scour and over flow etc.,65mm dia GI pipes for inlet connection |
| 68 | 65mm dia GI pipes for over flow and RWH |
| 69 | 65mm dia GI pipes for delivery pipe. |
| 70 | 50mm dia GI pipes for scour pipe. |
| 71 | 90mm dia PVC Threaded coupler |
| 72 | 63mm dia PVC Threaded coupler |
| 73 | 65mm dia GI Tee |
| 74 | 65mm dia 90 Deg. Bend |
| 75 | 65mm dia GI Bend (Short) |
| 76 | 65mm dia GI Coupler |
| 77 | 65mm dia GI Union |
| 78 | 65mm dia GI Elbow |
| 79 | 50mm dia GI Union |
| 80 | 50mm dia GI Elbow |
| 81 | 65mm dia GI Tee |
| 82 | 65 X 50mm dia GI Reducer |
| 83 | 75 X 63mm dia PVC Reducer |
| 84 | 75 X 90 mm dia PVC Reducer |
| 85 | 65mm dia GM Gate Valve |
| 86 | 50mm dia GM Gate Valve |
| 87 | 75mm PVC Threaded coupler |
| 88 | Provision for Hand rail at Roof top |
| 89 | GEOPHYSICAL INVESTIGATION CHARGES |
| 90 | DRILLING OF 150MM DIA BOREWELL IN OVER BURDEN SOIL 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) |
| 91 | 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) |
| 92 | 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) |
| 93 | SUPPLY OF 150MM OD PVC CASING PIPE INCLUDING TRANSPORTATION CHARGES ETC., |
| 94 | Borewell sub mercible pumpset 50X175lpm X Mtr head |
| 95 | 7.50 Hp panel board consist of following 1.Voltmeter and ammeter suitable for above pumpset |
| 96 | 4.00 sqmm submersible cable |
| 97 | 7/20 gi wire |
| 98 | 6 sqm multistand Copper wire |
| 99 | 50mm UPVC column Pipe |
| 100 | Pump Adopter |
| 101 | UPVC Pipe Caller |
| 102 | 50mm GI Flange Set |
| 103 | MS Kisok |
| 104 | 50mm Non Return Valve |
| 105 | 50 mm Bore Clamp set |
| 106 | 20mm Rigid Pipe (1.8mm thick) |
| 107 | 20mm Rigid Bend |
| 108 | PVC Insulation Tap (19mm, 10m Length) |
| 109 | 63Amps TPN Metal clad main switch |
| 110 | 63Amps Fuse Unit |
| 111 | 32mm GI Pipe |
| 112 | 32mm GI Bend |
| 113 | 5 Amps Switch |
| 114 | 50mm GI Pipe |
| 115 | 50mm GI Elbow |
| 116 | Wooden board |
| 117 | Shellac |
| 118 | Thread ball |
| 119 | Earth plate |
| 120 | Batten holder |
| 121 | Air valve |
| 122 | Labour charges for the erection of submersiblepumpset in borewell/openwell including fixingand jointing submersible cable with properclamps upto the starter to required depth andalso fixing of riser pipes to the required depthvalves erection clamps, pressure gauges uptothe exterior wall of pump room and erectionof panel board consisting of TPICN switchesstarter, Voltmeter, Ammeter, three pilot(indicating) lamps capacitor single phasingpreventor, water level guard and laying andjointing the cables and twin earthing as per IErules etc., complete and testing the pum |
| 123 | Provision of Water meter, Dirt Box and Erection charges for Delivery line from OHT W.meter 10147+Dirt box 3291+Labour charges 4008 |
| 124 | Welectro chlorinator Based on common salt 25,001 - 50,000 capacity in litre |
| 125 | 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} Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysOct 26, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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