Tender For Construction Of 100000 Litres Capacity 7.50M Staging Ht And Allied Works At Therkku Theru In Sengamangalam Panchayat
Tender Value
21 Lakhs
Estimated cost
Bid Submission
10 May 2023
0 days left
EMD
21000
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
peravurani → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of 100000 Litres Capacity 7.50M Staging Ht And Allied Works At Therkku Theru In Sengamangalam Panchayat
BOQ
| Sl. No. | Item Description |
| 1 | CONSTRUCTION OF100000 LITRESCAPACITY 7.50MTR STAGING HT ADN ALLIED WORKS AT THERKU THERU IN SENGAMANGALAM PANCHAYAT |
| 2 | Earthwork excavation for foundation in all soils and sub soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring and requiringthe sides of foundation. First depth upto 2m |
| 3 | 2nd Depth |
| 4 | Supplying and filling in foundations and basement with filling M- sand in layers not exceeding 15 cm.thick,well watered,rammed and consolidated etc. complete complying with standard specifications. |
| 5 | Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement. |
| 6 | Reinforced Cement Concrete works M-30(one part of cement two part of sand & four part of aggregate) using broken stone 20mm size excluding cost of steel and centering and shuttering but including cost of labour charges for mixing placing, finishing and curing etc complete |
| 7 | a) For Footingbelow 1.50m to 4.50m GL |
| 8 | b) For coloumupto 0m to 1.50mGL& GL Brace |
| 9 | c) For coloumupto 0m to 3.50 from GL |
| 10 | d) For coloum, Middle braces, floor beam and floor slab from 3.51m to 7.35mfromGL |
| 11 | e) Forside wall, Hanches, Tank inside column and roof slab 7.35m to 10.98 |
| 12 | Supplying and erecting Centering and Shuttering for soffits including necessary supports and strutting up to 3 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification.(Payment for centering shall be given after the concrete is laid). |
| 13 | Plane surfaces |
| 14 | For Column footing and braces ( 0m to 3.30m below GL) |
| 15 | For column and Roop slab (3.30m above GL) |
| 16 | For Middle Braces and floor slab bottam (6.30 m to 7.30m above GL) |
| 17 | Curved surface |
| 18 | For Raft slab and Raft Beam sides(Below GL) |
| 19 | For side wall, Hanches and Roof slab sides (0 to 3.30m above GL) |
| 20 | For cylinderical portion sides (3.30m to 4.30m) |
| 21 | For column head,Ring Beam sides and floor slab side ( 6.30m to 7.30m) |
| 22 | Square coloum |
| 23 | Below GL For Outer column |
| 24 | For Outer column in 0 to 3.30m |
| 25 | For coloum 3.30 to 4.30m |
| 26 | For coloum 4.30m to 5.30m |
| 27 | For coloum 5.30m to 6.30m |
| 28 | Circular column |
| 29 | Below GL for central column |
| 30 | For Central column in 0 to 3.30m and column inside tank |
| 31 | For coloum 3.30 to 4.30m |
| 32 | For coloum 4.30m to 5.30m |
| 33 | For coloum 5.30m to 6.30m |
| 34 | For coloum 6.30m to 7.30m |
| 35 | Supplying & fixing of water tight manhole frame and cover of size0.75mx0.75m over the roof slab of the OHTas directed by the Department officers |
| 36 | Supplying & fixing of 50mm dia GIspecials with weld mesh of approved patern as directed by the Department officers |
| 37 | Supplying & fixing of MS ladder from GLto the roof slab, this should beproperly attached at brace level alternatively including the cost of concrete base 1:4:8 (0.90x0.40x1.0) as directed by theDepartment officers |
| 38 | Supplying & fixing ofRCCladder inside the tank as directed by Department officers |
| 39 | Painting two coats with approved Exterior Emulsionpaint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning , preparing the surface and curing etc., complete andas directed by Department officers |
| 40 | Supplying, Fabricating& placing in position of RTSGrills for reinforcement including cost of steel for all reinforced concrete works etc complete |
| 41 | Supply & Delivery of following pipes and specialsfor OHT Connection |
| 42 | Supply of GI pipes for OHT connections 80mm dia |
| 43 | Supply and Delivery 90mm PVC threaded |
| 44 | Supply and Delivery of 80mm GI Tee |
| 45 | Supply and Delivery of 80mm GI Elbow |
| 46 | Supply and Delivery of 80mm GI coupling |
| 47 | Supply and Delivery of 80mm GI Flange set |
| 48 | Supply and Delivery of 80mm GM Gate valve |
| 49 | Supply and Delivery of 80mm x 50mm GI Reducer(M) |
| 50 | Labour charges for fixing of GI pipes & specials for OHTpipe connections as directed by the Department officers |
| 51 | Refilling of the foundation with execavated soil in layers of thick inluding ramming watering etc.,complete as directed by the Departments officers |
| 52 | Painting Department Emblem |
| 53 | Construction of Rain water harvester in 100000 litres OHT |
| 54 | Brick work in CM1:5 using country brick of size 8.75: x 21/4\" including curing complete for parapet wall alround roff slab as directed by Department officers for rain water harvesting |
| 55 | Plastering inCM1:5 - 12mm thick alround parapet over roof slab including finishing curing complete and as directed by Department officers |
| 56 | Plastering in CM 1:3 over roof slab of reservoir 12mm thick with proper gradient of 1/50 for drain the rain water at the center of roof slab by connecting the rainwater harvesting pipes with over flow pipe as per type design and as directed byDepartment officers |
| 57 | Distembering two coats with approved cement paint over one coat of priming coat over cement plastered exposed surface of the reservior including celaning preparing the surface and curing preparing the surface and curing complete and as directed byDepartment officers |
| 58 | Supply and fixing of PVC grating of size 20x20cm for fixing the roof of the reservoir |
| 59 | Soak pit |
| 60 | Earthwork excavation and depositing on bank with initial lead of 10m and lift of 2.00m in hard stiff clay, stiff black cotton soil, hard red earth, Shaless, Murrams and earth mixed with small size boulders etc |
| 61 | Plain cement concrete 1:4:8 using 40mm HBS for foundation including the cost of mixing concrete, ramming, curing etc, complete |
| 62 | Brick work in CM1:5 using country brick of size 8.75: x 21/4\" including curing complete for parapet wall alround roff slab as directed by Department officers for rain water harvesting |
| 63 | Supply and filling 40mm HBG stone as per specification and as directed by department officers |
| 64 | Supply and filling 20mm HBG stone as per specification and as directed by department officers |
| 65 | Supply and filling of sand as directed by department officers |
| 66 | Plastering in cm 1:5, 12mm thick as directed by Department officers |
| 67 | Supply delivery and fixng of splash pad of size 500x500mm at the flow junction point with recharge pit |
| 68 | Supply and delivery of 63mm PVC4 KSC Pipe |
| 69 | EW Excavation in all type of soils and laying of 63mm PVC Pipe jointing testing complete refilling as directed byDepartment officers |
| 70 | Pre cast RCC 1:1.5:3 cover slab of size 1.45x0.06m size 1 no using 20mm HBGstone excluding cost of steel fabrication etc complete |
| 71 | For cover slab |
| 72 | Stel shuttering charges precast RCC cover slab |
| 73 | Supply and fabrication and placing in position of RTS rods including cost steel and binding wire etc complete |
| 74 | Extension of 90mm & 63mm OD 4 KSC PVC pipe line |
| 75 | Pumping main& Distribution system |
| 76 | 90mm OD PVC 4KSC pipe |
| 77 | 63mm OD PVC 4KSC pipe |
| 78 | 50mm GI pipe \"B\" class |
| 79 | Earth work excavation an depositing on bank with initial lead of 10m and initial lift of 2m in ordinary soils for a depth of 1.05m and width of 0.60m for pipe laying works |
| 80 | conveyance fo PVC rigid pipes with in a lead of 200m lowering into trenches laying to proper grade and alignment jointing with PVC spls. With cemtn paste testing to th required pressure including conveyance pf water upto 1km lead for filling during testing excluding the cost pipes& jointing materials burst occurs during testing it should be rectified at contractors own cost & as directed by Department officers |
| 81 | 90mm OD PVC 4KSC pipe |
| 82 | 63mm OD PVC 4KSC pipe |
| 83 | Refilling the trenches with excavated earth after pipes arelaid as directed by Department officers |
| 84 | 90mm OD PVC 4KSC pipe |
| 85 | 63mm OD PVC 4KSC pipe |
| 86 | Supply and delivery of following PVC /GI specials |
| 87 | 50mm GI Elbow |
| 88 | 90mm dia PVC Elbow |
| 89 | 63mm dia PVC T coupler |
| 90 | 63mm dia PVC Elbow |
| 91 | 63mm dia PVC Tee |
| 92 | 63mm dia PVC End cap |
| 93 | Solvent cement |
| 94 | Provision for road cutting & Restoration charges |
| 95 | Provision for Name board charges |
| 96 | 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
May 05, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedMay 10, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 10, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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