Tender For Vellore District,Construction Of 30000 Litres Capacity Oht Tank Of 12M Staging Height Pump Room ,Borewell And Pipe Line In Kuchipalayam Ac Colony At Thippasamuthiram Panchayat In Anaicut Block 15Th Cfc Bp 2023-24 Batch5 Package No 01
Tender Value
Ref. Documents
Estimated cost
Bid Submission
27 Jul 2023
0 days left
EMD
30000
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
anaicut → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Vellore District, Construction Of 30000 Litres Capacity Oht Tank Of 12M Staging Height Pump Room , Borewell And Pipe Line In Kuchipalayam Ac Colony At Thippasamuthiram Panchayat In Anaicut Block 15Th Cfc Bp 2023-24 Batch5 Package No 01
BOQ
| Sl. No. | Item Description |
| 1 | Vellore District,Construction of 30000 litres capacity OHT Tank of 12m staging height Pump Room ,Borewell and pipe Line in Kuchipalayam AC Colony at Thippasamuthiram panchayat in Anaicut Block 15th CFC BP2023-24 Batch5 Package No 01 |
| 2 | Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil, in hard stiff clay, as per SS 20B complete. with small sized boulders |
| 3 | supplying andfilling foundation and basement with filling sand in layers not more then 15cm |
| 4 | Cement concrete in 1:4:8 mix using 40mm ISSHBG metal including all Cost and conveyance of labour charges etc.,Complete., |
| 5 | RCCin 1:1.5:3 mix using 20mm ISSHBG metal including all Cost and conveyance of labour charges etc.,Complete., column footing |
| 6 | Items 0m to 1.50m below GL |
| 7 | Items 0.0m to 4.50m above GL |
| 8 | Items Above 4.51m to 7.32 |
| 9 | Items Above GL 7.33m to 10.98m |
| 10 | Items10.98m to 14.64m above GL |
| 11 | 14.64m 18.30 above GL |
| 12 | supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for RCC columnBelow GL |
| 13 | From 0.00-3.30 |
| 14 | From 5.30m to 6.30m |
| 15 | From 8.30m to 9.30m |
| 16 | from 11.30 m to 12.30m |
| 17 | Curved Surface Upto 0-3.30m Height |
| 18 | From 5.31-6.30m Height |
| 19 | Square Column Below GL |
| 20 | 3.31 to 4.30mm |
| 21 | 4.31 to 5.30mm |
| 22 | 5.31 to 6.30mm |
| 23 | 6.31 to7.30mm |
| 24 | 7.31 to 8.30mm |
| 25 | 8.31 to 9.30 ht |
| 26 | 9.31 to 10.30m |
| 27 | 10.31 to 11.30m ht |
| 28 | 11.31 to 11.30 |
| 29 | Painting two coats using ready mixed Plastic Emulsion paint inlcuding priming coat including cost and conveyance of all materials to site and all labour charges etc comoplete |
| 30 | Supplying, fabricating and placing in position of HSD steel rods for reinforcement including the cost of steel and binding wire etc., complete and as directed byBoard officers. |
| 31 | Supplying, fabricating and placing in position of HSD steel rods for reinforcement including the cost of steel and binding wire etc., complete and as directed byBoard officers. |
| 32 | Supplying, fabricating and placing in position of HSD steel rods for reinforcement including the cost of steel and binding wire etc., complete and as directed byBoard officers. |
| 33 | Supplying, fabricating and placing in position of HSD steel rods for reinforcement including the cost of steel and binding wire etc., complete and as directed byBoard officers. |
| 34 | Providing cut stone slab in CM 1:3 mix and as directed by Departmental Officers |
| 35 | Provision for Pipe connection arrangements 65mm dia GI pipe foe |
| 36 | 65mm dia GI pipe |
| 37 | 50mm dia GI pipe |
| 38 | 50mm dia flange set |
| 39 | 65mm dia GI Tee |
| 40 | 65mm dia GI |
| 41 | 65mm dia GI flange |
| 42 | 65mm dia GI Elbow |
| 43 | 50mm dia GI Elbow |
| 44 | Refilling in Basementwith excavated Earth in layerof not more then 15cm Thick well rammed First Depth of 2m |
| 45 | New Bore well with pipe line 7.5HP sub Mersible Pumpset Heavy Duty 50LPM x 225m Head |
| 46 | 7.5 HP Phase Panel board |
| 47 | 4.0 sqmm cable |
| 48 | 50mm GI Ppie without coupling |
| 49 | 50mm GI coupling |
| 50 | 50mm GI Elbow |
| 51 | 50mm MS Clamp set |
| 52 | 50mm GI Flange set |
| 53 | 80mm GM Gate Vaiue |
| 54 | 50mm GMNon Return Value |
| 55 | 7/20 Pvc Copper Wire EB Service |
| 56 | 7/20 GI Wire |
| 57 | 63a Fuse Unit |
| 58 | Teak wood Board |
| 59 | Ms Kiosk Box |
| 60 | Cost of 90mm Pvc Pipe 4Ksc |
| 61 | Bore Cover Plate |
| 62 | Labour Component |
| 63 | Geophysical Investigation Charges for selecting the drilling point |
| 64 | Drilling of 180mm dia vertical borewell in Over Burden area by using hard rock rig inlcuding cost of drilling etc. |
| 65 | Casing Pipe 180mm Dia |
| 66 | Drilling of 150mm dia vertical borewell in hard rock area by using hard rock rig inlcuding cost of drilling etc. |
| 67 | Earthwork excavation and depositing on bank with initial lead and lift in all soil |
| 68 | Labour charge for errection of three phase pumpset with GI Pipe & cable connection complete |
| 69 | Laying and jointing the 90mm PVC Pipes & specials into trench |
| 70 | Refilling trench with excavated earth after laying the pipe |
| 71 | Pumb Room Sub Estimate |
| 72 | Earth work excavating and depositing on bank with initial leadof 10mt and lift of 2mt in hard stiff clay ,stiff black cotton,hard red .earth, shales, murrum,gravel,stoney earth and earth mixed with small size boulders as per ss 20B. |
| 73 | Cement concrete 1:4:8 mix ( one cement four sand and eight aggregate)using 40mm gauge handbroken granite tone jelly for foundation including dewatering if found ecessary and laid in layers of not more than 15 cm thick and compacted,etc., complete complying withstandard specfication |
| 74 | Supplying and erecting centering for sides Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X \"3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification. |
| 75 | RCC 1: 1/2 :3 mix using 20 mm ISS HBG metal for RCC items of work excluding items of works excludingcentering,shuttering, and ost of reinforcement grill ,out including curing etc complete and also including fixingfan clamps and ixtures in rcc works wherever necessary as directed by departmental officer etc., complete. |
| 76 | Supplying fabricating and placing in position of ribbed steel rods for reinforcement to all RCC works as per the design given including cost ofsteel and binding wire also in all floors etc., complete |
| 77 | Plastering surfaces of RCC itemssuch as slabs,beams,sunshades with cement mortar 1:3 -10mm thick including packing, providing cement mortar beading for sunshades staircase ,steps, lands slabs etc. complete complying with standard specifications. |
| 78 | Exterior Emulsiontwo coatsincluding priming coat with best approved Emulsion and primer including costand conveyance of all materials to site and all labour charges |
| 79 | EB Deposit |
| 80 | ProvisionofNameboard Charges |
| 81 | 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
Jul 15, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJul 27, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 27, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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