Tender For Construction Of 60,000 Litre Capacity Oht At Poolangudi Pallivasal Street In Palanganangudi Panchayat In Thiruverumbur Block Under Mlacds 2022-2023
Tender Value
28 Lakhs
Estimated cost
Bid Submission
15 Feb 2023
0 days left
EMD
28000
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
thiruverumbur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of 60, 000 Litre Capacity Oht At Poolangudi Pallivasal Street In Palanganangudi Panchayat In Thiruverumbur Block Under Mlacds 2022-2023
BOQ
| Sl. No. | Item Description |
| 1 | Construction of 60,000 Litre Capacity OHT at Poolangudi Pallivasal Street in Palanganangudi 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 20B etc., for 0-2.00m Depth |
| 2 | 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 etc., above 2.00m Depth |
| 3 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidationetc complete. |
| 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. |
| 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. for BELOW GL |
| 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 1:1 1/2:3 mix 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 MAT CONCRETE |
| 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 and as directed by TWAD Board officers. for BELOW GL |
| 9 | RCC 1:1 1/2:3 mix 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 GL |
| 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 etc., for 0-2.00m Depth |
| 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. |
| 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 and as directed by TWAD Board officers. for ABOVE GL |
| 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 1:1 1/2:3 mix 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 GL Brace Beam and 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 and as directed by TWAD Board officers. for 0-2.65M Ht |
| 17 | RCC 1:1 1/2:3 mix 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 0-2.65M ht |
| 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 and as directed by TWAD Board officers. for 2.65-3.10M Ht |
| 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 1:1 1/2:3 mix 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 2.65-3.10M ht |
| 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 and as directed by TWAD Board officers. for Square Column 3.10-3.30M Ht |
| 22 | For Square Column 3.30-4.30M Ht |
| 23 | For Square Column 4.30-5.30M Ht |
| 24 | For Square Column 5.30-5.75M Ht |
| 25 | RCC 1:1 1/2:3 mix 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 Square Column 3.10-4.50M ht |
| 26 | For Square Column 4.50-5.75M ht |
| 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 and as directed by TWAD Board officers. for Second Brace Beam5.70-6.20M Ht |
| 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 1:1 1/2:3 mix 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 Beam5.70-6.20M Ht |
| 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 and as directed by TWAD Board officers. for Square Column 6.20-6.30M Ht |
| 31 | For Square Column 6.30-7.30M Ht |
| 32 | For Square Column 7.30-8.30M Ht |
| 33 | For Square Column 8.30-8.85M Ht |
| 34 | RCC 1:1 1/2:3 mix 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 Square Column 6.20-8.85M ht |
| 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 and as directed by TWAD Board officers. for Third Brace Beam and Landing Slab 8.85-9.30M Ht |
| 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 1:1 1/2:3 mix 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 Third Brace Beam8.85-9.00M Ht |
| 38 | For Third Brace Beam9.00-9.30M Ht |
| 39 | For Landing Beam 8.85-9.00M Ht |
| 40 | For Landing Slab 9.00-9.30M Ht |
| 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 and as directed by TWAD Board officers. for Square Column 9.30-10.30M Ht |
| 42 | For Square Column 9.30-10.30M Ht |
| 43 | For Square Column 10.30-11.14M Ht |
| 44 | RCC 1:1 1/2:3 mix 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 Square Column 9.30-11.14M Ht |
| 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 and as directed by TWAD Board officers. for floor Beam 11.14-11.30M Ht |
| 46 | For floor Beam 11.30-11.59M Ht |
| 47 | For Landing Beam 11.30-11.59M Ht |
| 48 | For Landing Slab 11.30-11.59M Ht |
| 49 | For Floor Slab Curved Surface at 11.59M Ht |
| 50 | For Floor Slab Curved Surface at 11.59-11.85M Ht |
| 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 1:1 1/2:3 mix 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 Square Column 11.14-11.85M Ht |
| 53 | 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. for curved surface 11.85-12.30M Ht |
| 54 | For curved surface 12.30-13.30M Ht |
| 55 | For curved surface 13.30-14.30M Ht |
| 56 | For curved surface 14.30-14.89M Ht |
| 57 | For curved surface 14.89-15.30M Ht |
| 58 | RCC 1:1 1/2:3 mix 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 Haunch 11.85-13.50M Ht |
| 59 | For Side Wall 13.50-15.30M Ht |
| 60 | 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. for Cover Slab at 15.30M Ht |
| 61 | For Cover Slab 15.30-15.49M Ht |
| 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 1:1 1/2:3 mix 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 Cover Slab 15.30-15.49M Ht |
| 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., |
| 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 | Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and ThreeM.Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers |
| 70 | Distempering the wall with one coat using primer over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete. |
| 71 | 65mm dia GI pipes for inlet connection |
| 72 | 65mm dia GI pipes for over flow and RWH |
| 73 | 65mm dia GI pipes for delivery pipe. |
| 74 | 50mm dia GI pipes for scour pipe. |
| 75 | 90mm dia PVC Threaded coupler |
| 76 | 63mm dia PVC Threaded coupler |
| 77 | 65mm dia GI Tee |
| 78 | 65mm dia 90 Deg. Bend |
| 79 | 65mm dia GI Bend (Short) |
| 80 | 65mm dia GI Coupler |
| 81 | 65mm dia GI Union |
| 82 | 65mm dia GI Elbow |
| 83 | 50mm dia GI Union |
| 84 | 50mm dia GI Elbow |
| 85 | 65mm dia GI Tee |
| 86 | 65 X 50mm dia GI Reducer |
| 87 | 75 X 63mm dia PVC Reducer |
| 88 | 75 X 90 mm dia PVC Reducer |
| 89 | 65mm dia GM Gate Valve |
| 90 | 50mm dia GM Gate Valve |
| 91 | 75mm PVC Threaded coupler |
| 92 | Geophysical Investigation charges. |
| 93 | Drilling of 150mm dia Bore well upto Recommendeddepth in Sedimentary area ( Loose soil ) strake by first takingpilot bore 150mm dia etc complete., |
| 94 | Drilling of 150mm dia Bore well upto Recommendeddepth in Hard Rock area etc complete., |
| 95 | Reming from 150mm dia pilot bore into 300mm dia upto 60mm depth below ground level including supplying and packing of pebbles etc., |
| 96 | Supply of 200mm OD PVC Casing Pipe including transportation charges etc. |
| 97 | Labour charges for insertion of PVC Casing Pipe including all charges etc., |
| 98 | ThreePhase submersible pumpset withISI mark submersible pumpset.5 HP (100 LPM x 125 Head ) |
| 99 | Control Panel Board consist of following 1. voltmeter & ammeter suitable for above pumpset |
| 100 | 4 sq mm sub Flat cable |
| 101 | 65mm UPVC Pipe |
| 102 | 65mm UPVC Adopter |
| 103 | 200mm MS Borewell Cover Plate |
| 104 | 50mm GI Flange Set |
| 105 | 50mm MS Clampset |
| 106 | 50mm GI Pipe |
| 107 | 50mm GI Elbow |
| 108 | 600 x 600 mm Plywood |
| 109 | Nylon Rope |
| 110 | 50mm Non Return Valve |
| 111 | 32 Amps Fuse Carrier |
| 112 | 7/20 copper wire |
| 113 | 63 Amps Fuse Unit |
| 114 | Labour Charges for Erection of Submersible pumpset along with UPVC Pipe Cable for Various Steps |
| 115 | MS Kiosk Box |
| 116 | Provision for Pedestal for Kiosk Box |
| 117 | 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
Feb 09, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 15, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 15, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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