Tender For Construction Of 60000 Litre Oht At Kappulingampatti Village And Panchayat
Tender Value
18.55 Lakhs
Estimated cost
Bid Submission
26 Apr 2023
0 days left
EMD
18550
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
kayathar → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of 60000 Litre Oht At Kappulingampatti Village And Panchayat
BOQ
| Sl. No. | Item Description |
| 1 | Construction of 60000 Litre OHT at Kappulingampatti Village and Panchayat |
| 2 | Earth work excavation and depositing on bank with initial lead 10m and lift of 2.0m in the following classification of soils, bailing out water wherever necessary including providing danger lights etc., and as directed as per specification SS 20B and special specification.Hard stiff clay, stiff block cotton, hard red earth, shales, murrams, gravely stoney earth mixed with 50% small sized boulders and hard gravelly soil etc. complete as per standard specifications and as directed by the Engineer. |
| 3 | First depth of 2m forcolumn foundation |
| 4 | Second depth of 2m forcolumn foundation |
| 5 | Sand filling for foundation with river sand including consolidation ramming etc. complete as per standard specifications and as directed by the Engineer-incharge |
| 6 | Plain Cement concrete 1:4:8 (one cement, four sand and eight course aggregate of 40mm size hard blue granite broken stone) for levelling course for foundation including the cost of mixing, placing the concrete in position, consolidating finishing and curing etc., complete and as directed for works beyond 1.50m and upto 4.50m depth below ground level. |
| 7 | Reinforced cement concrete1 : 1.5:3 using 20mmHard Broken Stone. The rates excluding the cost of supplying, fabricating and placing in opposition of MS / RTS Grills for reinforcement and centering, strutting & shuttering, but including cost of mixing, placing the concrete in position, vibrating, consolidating, finishing and curing the concrete etc., complete and as directed by the Engineer-in-charge. (The rates inclusive of testing the reservoir for the water tightness of the structure) |
| 8 | (i) below 1.50m to 4.50m depth from G.L for Footing |
| 9 | Below G.L upto 1.50m depth forcolumn & G.L brace |
| 10 | Above G.L upto 4.50m height forcolumn &brace |
| 11 | Above 4.50m to 7.32m ht., from G.L forcolumn &brace |
| 12 | Above 7.32m to 10.98m ht., from G.L forcolumn &brace |
| 13 | Above 10.98m to 14.64m ht., from G.L forcolumn, Floorbeam , Floor slab , Side wall & Haunch |
| 14 | Above 14.64m ht., to 18.30m ht., for roof slab & side wall |
| 15 | Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood) joints of 10cm x 6.5cm spaced at about 90cm c/c and supported by Casurina props of 10cm to 13cm dia. at 75cm c/c complying with standard specification and as directed. |
| 16 | Plain Surface |
| 17 | Upto 3.30m ht., from G.L for Column footing , G.Lbrace peripheral & I set of Braceabove GL |
| 18 | From 3.30m to 4.30m ht., for brace & roof slab bottom |
| 19 | From 5.30m to 6.30m ht.,for brace |
| 20 | From 6.30m to 7.30m ht., for brace |
| 21 | From 8.30m ht., to 9.30m ht. for brace |
| 22 | From 9.30m ht., to 10.30m ht. for brace |
| 23 | From 11.30m to 12.30m ht. forfloor beam & floor slab bottom (including 1.5m working space) |
| 24 | Centering for square column |
| 25 | upto 3.30m ht. |
| 26 | From 3.30m to 4.30m ht., |
| 27 | From 4.30m to 5.30m ht., |
| 28 | From 5.30m to 6.30m ht., |
| 29 | From 6.30m to 7.30m ht., |
| 30 | From 7.30m to 8.30m ht., |
| 31 | From 8.30m ht to 9.30m ht |
| 32 | From 9.30m ht to 10.30m ht |
| 33 | From 10.30m htto 11.30m ht |
| 34 | From 11.30m htto 12.30m ht |
| 35 | Centering for curved surface |
| 36 | From 11.30m to 12.30m ht for sides of floor slab |
| 37 | From 0 to 3.30m ht from floor level for side wall |
| 38 | From 3.3 to 4.30m ht from floor levelfor side wall & roof slab sides |
| 39 | Supplying, fabricating and placing in position of RTS grills for reinforcement for various members including cost of steel for all RCC works etc., complete as per standard specifications and as directed by Engineer.The rate to include the cost of binding wire also. |
| 40 | Painting two coats with approved cement paint best quality over the outer wall surface including cost of cement Emulsion paint complete complying with standard specification etc., complete as per standard specifications and as directed by Engineer |
| 41 | Supplying and fixing in position of 0.60 x 0.60m water tight CI manhole frame and cove of approved pattern at the roof slab and as directed.The manhole frame and cover should be of light duty and confirming to IS: 1726-1974 (33kg) |
| 42 | Pipe connection arrangements vide separate estimate- Inlet, Outlet, scour and overflow -65 mm dia |
| 43 | 65 mm GM Gate Valve |
| 44 | Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for both sides and for steps at 30cm C/C welded jointed etc ., for I staging from GL to 1st 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- 1No. and above Ground Level - 4Nos. Supply and fixing of 32mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS Base plate of 100mm X 100mm X 6mm 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. |
| 45 | Providing 50 mm water meter & Dirt Box including erection charges |
| 46 | 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
Apr 19, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedApr 26, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 26, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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