Tender For Providing Epl (1560M) Fhtc (58) And 30000 Litre Oht Tank At Sakthikulam Habitation In Melakadambur Panchayat
Tender Value
26.39 Lakhs
Estimated cost
Bid Submission
25 Jan 2023
0 days left
EMD
26390
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
kattumannarkoil → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Providing Epl (1560M) Fhtc (58) And 30000 Litre Oht Tank At Sakthikulam Habitation In Melakadambur Panchayat
BOQ
| Sl. No. | Item Description |
| 1 | Providing Public Water Supply Scheme with FHTC to Sakthi Kulam In Melakadambur Panchayat Earth Excavation and depositing on bank for with an initial lead and lift in all type soil for pipe line for 63mm dia pipe |
| 2 | Supply of unlasticised 63mm OD PVC/4ksc rigid Pipes as per BIS 4985/2000 with ISI Marking to site of works |
| 3 | 63mm PVC specialsa) 63mm End cup |
| 4 | b) 63mm Tee |
| 5 | d) 63mm Elbow |
| 6 | Lowering and Laying of the 63mm dia PVC pipes and secials to trench ,laying to proper grade and alignment,jointing with PVC coupler and specials fixing with solvent cement paste etc., complete |
| 7 | Re-filling with excavated soil complying with standard specification in layers of 15cm thick well rammed and consolidated after ipes and specials are laid and tested |
| 8 | Road Cutting and Restoration |
| 9 | Supply of water Bulk meter |
| 10 | Provision for pipe testing charges |
| 11 | FHTC for Earth Excavation and depositing on bank for with an initial lead and lift as per hard gravely soil for pipe line for 20 mm PVC Pipe |
| 12 | Supply and delivery of 20mm dia PVC pipes as per BIS 4985/2000 with ISI Marking to site of works |
| 13 | Lowering and Laying the 20mm dia PVC pipes and secials to trench ,laying to proper grade and alignment,jointing with PVC coupler and specials fixing with solvent cement paste etc., complete |
| 14 | Re-filling with excavated soil compplying with standard specification in layers of 15cm thick well rammed and consolidated after pipes and specials are laid and tested |
| 15 | 63 x 20mm saddel set |
| 16 | Brass Ferrule 15mm |
| 17 | 15 Lpm Brass Flow Control Vlave (LR) |
| 18 | 20mm PVC FTA |
| 19 | 20mm PVC Elbow |
| 20 | 15mm Brass tap (LR) |
| 21 | 15mm Brass ball valve(LR) |
| 22 | Cutting of 20mm PVC pipe |
| 23 | Labour charge for drilling, cutting, Threading and Brass ferrule in distribution pipe. |
| 24 | Precast RCC Fountain Post(0.15 x 0.15 x 1.20) and CC Platform (0.60 x 0.60 x 0.10) |
| 25 | Citizen Name board and Photogrphic charges |
| 26 | Earthworkexcavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Deparment officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eartFirst depth of 2m |
| 27 | 2 nd Depth |
| 28 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidationetc complete as directed by Department officers. |
| 29 | 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 as directed by Department officers. |
| 30 | RCC in 1:11/2:3 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 as directed by Department For footing below G.L. ( 1,50 to 4,50 below GL ) |
| 31 | For Column and Brace upto G.L ( 0 to1,50 below GL ) |
| 32 | For column andbrace I0 to 4.5m from GL |
| 33 | For column at,4.51m to 7.32m from GL |
| 34 | For column at 7.32 to 10.98m from GL |
| 35 | For items above 10.98 m & up to 14.64 m from GL |
| 36 | For items above 14.64 m & up to 18.30 m from GL |
| 37 | A. PLANE SURFACES 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 Below GL |
| 38 | GL 0 to 3.30 M For Brace I |
| 39 | 5.3. to 6.30 mFor Brace II |
| 40 | 8.3. to 9.30 mFor Brace III |
| 41 | 12.3. to 13.30 mFor Brace II |
| 42 | B. SQUARE COLUMN For column GL 0 to 3.30M |
| 43 | For column ( 3.31m to 4.30m ). |
| 44 | Forcolumn ( 4.31m to 5.30m). |
| 45 | 5.30 - 6.30m Level |
| 46 | 6.30 - 7.30m Level |
| 47 | 7.30 - 8.30m Level |
| 48 | 8.30 - 9.30m Level |
| 49 | 9.30 - 10.30m Level |
| 50 | 10.30 - 11.30m Level |
| 51 | 11.30 - 12.30m Level |
| 52 | C. CURVED SURFACE For Raft and Raft Beam |
| 53 | Above GL - 12.30 to 13.30 M For Floor slab sides, Side Wall, and Haunch |
| 54 | Above GL - 13.30 to 14.30 M For Side Wall |
| 55 | Above GL - 14.30 to 15.30 M For Side Wall |
| 56 | 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 by Deparment officers. |
| 57 | Painting twocoats with approved cement paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directed by Deparment officers |
| 58 | Providing MS Ladder & Hand rails arrangements in60,000 Lits. Capacity OHT With 12.00mStaging Height. |
| 59 | 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 cur |
| 60 | Providing manhole cover of size 1x1 0.75 X 0.75 M in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges and as directed by Department officers. |
| 61 | Providing GI ventilating arrangements mosquito proof nylon net with 50 mm GIpipes and cowl and as directed by Deparment officers |
| 62 | Supply & Fixing Cut Stone |
| 63 | Supply of GI Pipes for OHTInlet Connections 65 mm dia |
| 64 | Supply of GI Pipes for OHTOutlet Connections 65 mm dia |
| 65 | Supply and Delivery of G.M.Gate valve 65mm size |
| 66 | Supply & Delivery of 65 mm G.I Tee |
| 67 | 75MM Pvc pipe |
| 68 | Supply & Delivery of 65 mm G.I Coupling |
| 69 | Supply & Delivery of 65 mm G.I bend |
| 70 | Supply & Delivery of 90mm T.Coupler PVC |
| 71 | Supply & Delivery of 80mm x 65mm Hex Nipple |
| 72 | Supply & Delivery of 65mm G.I.flange set |
| 73 | Labour charges for fixing of G.I. Pipes & Specials for OHT pipe connections as directed by the Deparment Officers, |
| 74 | Refilling of the foundationwith execavated soil in layers of thick including ramming watering etc., complete as directed by the Department officers |
| 75 | Earthwork excavation and depositing on bank with an intial lesd & lift in hard stiff clay, gravelly soil, shales, murrams earth mixed soil as per SS 20 B for foundation |
| 76 | Sand filling with good river sand including cost & conveyance of all materials to site and all labour charges for curing, compacting etc., complete. |
| 77 | Cement concrete in 1:4:8 mix using 40 mm metal used for foundationincluding cost & conveyance of all materials to site and all labour charges for curing, compacting etc., complete. |
| 78 | Cement concrete in 1:2:4 mix using 20 mm metal used for Wearing Coat including cost & conveyance of all materials to site and all labour charges for curing, compacting etc., complete. |
| 79 | Brick Work in Cement Mortar 1:5 using Country Bricksincluding cost & conveyance of all materials to site and all labour charges for curing, compacting etc., complete. |
| 80 | Plastering with cement mortar 1:4mixto12mmthick including cost and conveyance of all materials to site and all labour charges etc complete. |
| 81 | 40MM Metal |
| 82 | 20MM Metal |
| 83 | Rcc Precast rings |
| 84 | Ring and RCC Cover Slab |
| 85 | Provision for Name board |
| 86 | 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
Jan 20, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJan 25, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 25, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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