Tender For 1 (Boq 1)Name Of Work: Providing Openwell At Ward 8 Pappa Urani In Sundarapandiam Town Panchayat
Tender Value
40 Lakhs
Estimated cost
Bid Submission
13 Aug 2026
6 days left
EMD
40000
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
Virudhunagar → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for 1 (Boq 1)Name Of Work: Providing Openwell At Ward 8 Pappa Urani In Sundarapandiam Town Panchayat
BOQ
| Sl. No. | Item Description |
| 1 | Earth workopen well excavation complying with reievant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in Hard stiff clay, stiff black coton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and hard gravely soil First depth of 2 metre including as per standard specification. Ist Depth of 2m (om-2m) |
| 2 | Earth workopen well excavation complying with reievant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metre in Hard stiff clay, stiff black coton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and hard gravely soil First depth of 2 metre including as per standard specification. IInd Depth of 2m (2m-4m) |
| 3 | Open well excavation complying with reievant clauses of T.N.D.S.S. well sinking and with lead upto 10 metre in Medium rock and dense medium rock not requring blasting - First depth of 2 metre including as per standard specification. IIIrd Depth of 2m (4m-6m)-3X157.20=471.60 |
| 4 | IVth Depth of 2m (6m-8m)-4X157.20=628.80 |
| 5 | Open well excavation complying with reievant clauses of T.N.D.S.S. well sinking and with lead upto 10 metre in Medium rock and dense medium rock not requring blasting - First depth of 2 metre including as per standard specification. V th Depth of 2m (8m-10m) 5X157.20=786.00 |
| 6 | Open well excavation complying with reievant clauses of T.N.D.S.S. well sinking and with lead upto 10 metre in Medium rock and dense medium rock requring blasting - First depth of 2 metre including as per standard specification. VIth Depth of 2m (10m-12m) 6X461=2766 |
| 7 | VIIth Depth of 2m (12m-14m) 8X461=3688 |
| 8 | Open well excavation complying with reievant clauses of T.N.D.S.S. well sinking and with lead upto 10 metre in Medium rock and dense medium rock requring blasting - First depth of 2 metre including as per standard specification. VIIIth Depth of 2m (14m-16m) 10X461.00=4610 |
| 9 | VIIIth Depth of 1m (16m-17m) 11X461.00=5071 |
| 10 | Open well excavation complying with reievant clauses of T.N.D.S.S. well sinking and with lead upto 10 metre in Medium rock and dense medium rock requring blasting - First depth of 2 metre including as per standard specification. Xth Depth of 2m (17m-18m) 12X461.00=5532 |
| 11 | Earth work excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, ordinary earth, earth mix with 50% fair sized boulders etc., with initial lead and lifts including laying, spreading, levveling, sectioning breaking clods etc., in all incidental charges etc., complete as per standard specification . Motor Room |
| 12 | Supply delivery and filling of River Sand in layer of not more than 15 cm thick including watering with all layers and consolidation complying with standard specification including cost and conveyence of sand at Site and all labour charges and all other incidential charges etc,. complete as per Standard Specification |
| 13 | Plain Cement concrete of mix 1:4:8 (One part of cement four part of sand eight part of aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including labour charges, transporting and placing in position including shoring, strutting forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification. For foundation |
| 14 | Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.(RCC floor slab, roof slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing beam, Portico beam etc., ).PLAIN SURFACE |
| 15 | FOR COLUMN |
| 16 | Reinforced cement concrete 1:1½:3 (one part of cement, one point five part of sand and three part of course aggregate of 20mm size hard broken stone) for the following items. The rates excluding the cost of stone for the following items. The rates excluding the cost of supplying, fabricating and placing in opposition of TMT Rod 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) for Below ground Level upto 4.50 m |
| 17 | for Basement Level |
| 18 | for ground Level |
| 19 | Supplying and fabricating and placing in position steel reinforcement using TMT rods for all RCC works as per the design given including cost of Steel and binding wire etc, complete in all floors complying with standard specification using TMT or RTS rods. RTS rods |
| 20 | Brick work in Cement Motor 1:5 using country bricks of size 8 3/4x 41/4x 2 3/4 including cost and conveyance of all materials to site from approved sources including cost of cement which will be supplied by the contractor own cost of stipulated under special condition, including the conveyance of cement from the departmental saction stores to work site and bandling charges for the same at both ends including labour charges for mixing cement mortor including safolding charges extra labour for working in heights and watering and curing with all leads for good soft potable water and including all other incidental charges etc.complete complying with standard specifications |
| 21 | Manufacturing, supplying and fixing of Steel doors with following specification. MS angle of size 40x40x6mm at 3.5 kg/m used for outer frame and MS Angle of size 35x35x5mm at 2.6 Kg/m for the shutter frame. Stiffeners with 32x6mm at 1.5 Kg/m MS Flat is provided as the lock rail of the door and welded intact on both ends to the shutter frame. 18 G CR Sheets of best quality is laid as panel in the shutter frames. 18x5mm at 0.70 kg/m MS flat is welded over the 32x6mm at 1.50kg/m MS Flat on the rear side of the door, sandwitching the CR Sheet for rigidity. Additional stiffeners with 18x5mm at 0.7 Kg/m MS flats are provided diagonally on the rear side of the shutter. 300mm length of hinges 2 Nos, for shtter is provided. 6 Nos. of 250mm length hold fasts 200mm length specified at the ends are welded to the outer frame of the door. Tower bolt 2 Nos. at the top provided. 250x16mm size of Two aldrops are provided in single leaf door at lock rail section in the for the inner side of the door . A tie bar is provided at the bottom of the outer frame to prevent twisting of the frame during transportation and fixing. All members are given one coat of red oxide primer as directed by the departmental officers. The rate includes cost of all materials, labour charges, transportation, taxes and all other incidental charges, etc., complete. (Single Leaf) |
| 22 | Manufacturing, Supplying and fixing in position of Steel windows with the following specifications. Outer frames of windows made of 'Z' section F7D of size 33 x 25 x 3mm at 1.419 Kg/m and mullion 'J' section (F4B) of size 46x25 x 3mm at 2.28 kg/m and shutter section of made of F7D of 33 x 25 x 3mm at 1.419 Kg/m as specified in IS 7452/1990. Each openable shutter should not exceed a width of 600mm to enable separate operations and easy maintenance. The panel of the shutters to be covered with 18 gauge cold rolled sheet of superior quality and welded intact with shutter frames. Horizontal stiffeners using 18x5mm MS flat at 0.70 Kg/m at 3 Nos. of sturdy hinges and Two number of handle-cum-latch of special type made with 18x5mm MS Flats are revetted to the shutters at an appropriate height in window. Suitable opening is left for its easy operation. (Two Leaf) |
| 23 | Special Ceiling Plastering with cement mortar 1:3 (One cement three sand) 10mm thick including cost and conveyance of materials to site and including all labour charges etc complete. |
| 24 | Plastering walls with cement mortar 1:5 (One cement five sand) 12mm thick in all floors and all exposed surfaces including cost and conveyance of materials to site and all labour charges etc complete |
| 25 | Wiring with 2x1.50 Sqmm (22/0.3) PVC insulated SC unsheathed Cu. Conductor of 1100 V Grade in suitable PV C rigid pipe on wall and ceiling with PVC accessories and with TW switch box and 5A F.T. Switch with painting of suitable colourful Open PV C light point. |
| 26 | Wiring with 2x1.50 Sqmm (22/0.3) PVC insulated unsheathed Cu. Conductor of 1100 V Grade in suitable PV C rigid pipe on wall and ceiling with PVC accessories with 150 x 100 x 113mm TW switch box for 5A 3 pin non inter locking CS Plug with painting of suitable colour with continuous earth wise connection of 14 SWG TO and with TCwire for open PVC Plug Point. |
| 27 | Wiring with 2x1.50 Sqmm (22/0.3) PVC insulated unsheathed Cu. Conductor of 1100 V Grade in suitable PV C rigid pipe on wall and ceiling with PVC accessories and with TW switch box with 5A F.T. Switch inflush with wall covered with hylum sheet of 3mm thick with paiting of suitable colour for open PVC light / fan point ( For electronic regulator) (5 points per coil) |
| 28 | Painting the new walls two coats over one coat of priming with best weathersealed paint of approved colour and quality including preparation of surface and finishing neatly etc., complete complying with standard specification and as directed by the department officers (S.l.No.359-A) |
| 29 | Painting the new iron works, in all floors,two coats of best synthetic enamel paint of approved quality, colour and brand (to be approved by executive engineer before use on works) over one coat of primer including scrapping and preparation of surface, cost of brushes, high scaffolding charges, neat finishing, complying with standard specification and as directed by the departmental officers |
| 30 | Earthwork excavation for Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth SS 20 B |
| 31 | Supply and delivery of Un Plasticized PVC Pipe including cost and conveyance of material |
| 32 | Lowering PVC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste. |
| 33 | Refilling in basement with excavated earth in layers of not more than 15cm thick well rammed and consolidated etc., complete Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 07, 2026
11:30 IST
Tender Published
Tender notice published.
TodayAug 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysAug 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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