Tender For Thanjavur District Construction Of 30000 Liters Oht , Construction Of Rainwater Harvesting And Allied Works At Koonikadu Habitation In Kannanthangudy West Panchayat In Orathanadu Block Of Thanjavur District Under Jjm Savings Fund 2022-23
Tender Value
14 Lakhs
Estimated cost
Bid Submission
05 May 2023
0 days left
EMD
14000
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
orathanadu → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Thanjavur District Construction Of 30000 Liters Oht , Construction Of Rainwater Harvesting And Allied Works At Koonikadu Habitation In Kannanthangudy West Panchayat In Orathanadu Block Of Thanjavur District Under Jjm Savings Fund 2022-23.
BOQ
| Sl. No. | Item Description |
| 1 | Construction Of 60000 LitersOht , Construction of Rainwater Harvesting And Allied Works At Koonikadu in Kannanthangudy West Panchayat. |
| 2 | Earthwork excavation and depositing on bank with an initial lead of 10M and initial lift of 2M in hard stiff clay stiff blockcotton soil hard red earth shells, murrams, gravel stoney earth and earth mixed with 50% fair sized boulders etc. complete for Foundation |
| 3 | 2 nd Depth |
| 4 | Supplying and filling withriver sand including watering ramming and consolidation etc.,complete |
| 5 | Cementconcrete works 1:4:8(one part of cement, four part of sand and eight part of aggregate), using broken stone 40mm sizefor levelling course including mixing, placing, finishing, curing etc., complete. |
| 6 | RCC in M30 GRADE 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 officers. |
| 7 | For footing below G.L. |
| 8 | For Column upto G.L. & GL Brace |
| 9 | For column upto 4.5m from GL& Middle Brace |
| 10 | For column from 4.5m to 5.25m from GL |
| 11 | Centering for sides and soffits of reinforced cement concrete structures including strutting etc.complete , |
| 12 | For column footing (1.50m to 4.50m below GL) Plain Surface |
| 13 | For column (below G.L. & 3.30m above GL ) square Surface |
| 14 | ForG.L. Brace(0 to 1.50m below GL ) Plain Surface |
| 15 | For MiddleBrace at 3.12m ht Plain Surface |
| 16 | For column ( 3.31m to 4.30m) Square |
| 17 | Forcolumn( 4.31m to 5.30m ) Square |
| 18 | Forcolumn ( 5.31m to 6.30m ).Square |
| 19 | Forcolumn ( 6.31m to 7.30m ).Square |
| 20 | For floor beam (plain surface 6.30M to 7.30m) |
| 21 | For floor slab ( Plain surface 6.30m to 7.30m) |
| 22 | For Floor slab sides ( curved surface 0m to 3.30m) |
| 23 | Side wall inner, Outer & haunches( curved surface 0 to 3.30m) |
| 24 | For side wall inner & Outer and Roof Slab Sides(curved surface3.30 to 3.45m) |
| 25 | For Roof Slab |
| 26 | RCC in M30 GRADE 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 officers. |
| 27 | For floor Beam4.50m to 7.32m |
| 28 | For floor Slab |
| 29 | For haunces at 4.50m to 7.32m |
| 30 | For SidewallFrom 7.32m |
| 31 | For Roof slab |
| 32 | Supplying & fixing of water tight manhole frame and cover of size 0.75mx0.75m over the roof slab of the OHT as directed by the DepartmentOfficers. |
| 33 | Supplying & fixing of Ventilator And 50mm dia GI Cowl with weld mesh of approved patern as directed by the Department Officers. |
| 34 | Supplying & fixing of MS ladder from GL to the roof slab, this should be properly attached at brace level alternatively including the cost of concrete base 1:4:8 (0.90x0.40x1.0) as directed by the Department Officers. |
| 35 | Supplying & fixing of RCC Ladder inside the tank as directed byDepartmentofficers |
| 36 | Providing RCC slab inside the SR of size 0.50x0.50x0.15 cm as directed byDepartment Officers. |
| 37 | Distembring two coats with approved colours over cement plastered wall surface including cleaning, preparing the surface and curing etc.,complete |
| 38 | Supplying , Fabricating & Placing in position of RTS Grills for reinfrocement including cost of steel for all reinforced concrete works etc complete |
| 39 | Rod dia upto 16mm dia |
| 40 | Supply & Delivery of following Pipes and specials for OHT connection |
| 41 | Supply of GI Pipes for OHT Connections 65 mm dia |
| 42 | Supply and Delivery of G.M.Gate valve 65mm size |
| 43 | Supply & Delivery of 65 mm G.I Tee |
| 44 | Supply & Delivery of 65mm G.I. Coupling |
| 45 | Supply & Delivery of 65mm G.I Elbow |
| 46 | Supply & Delivery of 65mm G.I Flange |
| 47 | Supply & Delivery of 65mmx50mm GI Reducer |
| 48 | Supply & Delivery of 63mm Tr.Coupler PVC |
| 49 | Labour charges for fixing of G.I. Pipes & Specials for OHT pipe connections as directed by the DepartmentOfficers, |
| 50 | Refilling of the foundationwith execavated soil in layers of thick including ramming watering etc., complete as directed by theDepartment officers |
| 51 | Construction of Rainwater Harvesting |
| 52 | Brick work in CM 1:5 using country brick of size 8.75\" x 4.25\" x 21/4\" including curing complete for parapet wall alround roff slab as directed by Department Officers for Rain water harvesting. |
| 53 | Plastering in CM 1:5 -12mm thick alround parapet over roof slab including finishing curing complete and as directed by Department Officers. |
| 54 | Plastering in CM 1:3 over roof slab of reservoir 10 mm thick with proper gradient of 1/50 for drain the rain water at the center of roof slab by Connecting the rain water harvesting pipes with over flow pipe as per type design and as directed by Deparment Officers |
| 55 | Distembering two coats with approved cement paint over one coat of primaing coat over cement plastered exposed surface of the reservoir including celaning preparing the surface and curing preparing the surface and curing complete and as directed by Department Officers |
| 56 | Supply and fixing of PVC grating of size 20 x 20 cm for fixing the roof of the reservoir |
| 57 | For Soak Pit |
| 58 | Earth work 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. as per SS 20B. |
| 59 | Plain Cement Concrete 1:4:8 (one cement four sand and eightaggregate) using 40mm HBS for foundation including the cost of mixing concrete, ramming, curing etc., complete and as directed by Deparment Officers etc., complete. |
| 60 | Brick work in CM 1:5(one cement five sand) using country bricks of size 8 ¾ x 4 ¼ x 2 including curing etc. complete and as directedby Department Officers etc., complete. |
| 61 | Supply and filling 40mm HBG stone as per specification and as directedby Department Officers |
| 62 | Supply and filling 20mm HBG stone as per specification and as directedby Deparment Officers |
| 63 | Supplyand filling of sand as directedby Deparment Officers etc., |
| 64 | Plastering in CM 1:5, 12mm thick as directedby Department Officers etc., |
| 65 | Supply delivery and fixing of splash pad of size 500 x 500mm at the flow junction point with recharge pit (1 : 3 :6 - 20mm) |
| 66 | Supply and delivery of 63mm PVC 4 KSC pipe |
| 67 | Refilling in all type ofsoils and laying of 63 mm PVC pipes jointing testing complete re-filling as directed by Department officers. |
| 68 | Pre cast RCC 1:1.5:3 cover slab of size 1.45 x 0.06m size 1 no using 20mm HBG stone excluding cost of steel fabrication etc., complete. |
| 69 | Steel shuttering charges precast RCC cover slab |
| 70 | Supply and fabrication and placing in position of RTS rods including cost steel and binding wire etc., complete |
| 71 | Construction of Platform |
| 72 | Earth work excavation in hard stiff clay soil and all classess of soil and depositing on bank with initial lead and lift as per SS20B. |
| 73 | Sand filling with river sand good qualityincluding cost and conveyance of all materials to site including watering and compacting etc complete. |
| 74 | Cement concrete with (1:4:8) mix using 40mm ISS HBG metal including cost and conveyance of all materialsand labour charges etc complete. |
| 75 | Cement concrete with (1:2:4) mix using 20mm ISS HBG metal including cost and conveyance of all materialsand labour charges etc complete. |
| 76 | Centering for sides and soffits of cement concrete structures including strutting etc.complete , |
| 77 | Provision for Nameboard |
| 78 | 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 29, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedMay 05, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 05, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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