Tender For Thanjavur District - 15 Th Finanace Dp 2024-2025 Construction Of 30000 Ltr Oht At Mela Agraharam In Alavandhipuram Panchayat .
Tender Value
19.71 Lakhs
Estimated cost
Bid Submission
12 Aug 2026
9 days left
EMD
19710
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
Thanjavur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Thanjavur District - 15 Th Finanace Dp 2024-2025 Construction Of 30000 Ltr Oht At Mela Agraharam In Alavandhipuram Panchayat .
BOQ
| Sl. No. | Item Description |
| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: BLOCK DEVELOPMENT OFFICER (B.P), PAPANASAM BLOCK IN THANJAVUR DISTRICT. Name of Work: THANJAVUR DISTRICT - 15 Th Finanace DP 2024-2025 Construction of 30000 Ltr OHT at Mela Agraharam in Alavandhipuram Panchayat . Papanasam Block. Name of the Bidder/ Bidding Firm / Company : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. TEXT # Item Code / Make Quantity Units Estimated Rate inRs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency RATE exclusive of GST in figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes inRs. P TOTAL AMOUNT TOTAL AMOUNT In Words |
| 2 | Construction of 30000 Ltr OHT at Mela Agraharam in Alavandhipuram Panchayat . |
| 3 | Earthwork excavation 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 eart |
| 4 | First depth of 2m |
| 5 | 2 nd Depth |
| 6 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by Department officers. |
| 7 | Cement concrete 1:4:8 (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. |
| 8 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by Department |
| 9 | For footing below G.L. ( 1.50 m to 4.50 m below GL ) |
| 10 | For Column and Brace upto G.L ( 0 m to1.50 m below GL ) |
| 11 | For column and brace I 0 m to 4.50 m from GL |
| 12 | For column and brace II 4.50 m to 7.32 m from GL |
| 13 | For column and brace III 7.32 m to 10.98 m from GL |
| 14 | For column beam floor slab side wall from 10.98m to 14.64 m from GL |
| 15 | For side wall, hance and Roof slab from 14.64 m to 18.30 m from GL |
| 16 | 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 |
| 17 | Below GL |
| 18 | From GL 0 m to 3.30 M |
| 19 | From 5.30. m to 6.30 m |
| 20 | From 6.30. m to 9.30 m |
| 21 | From 9.30. m to 12.30 m |
| 22 | From 12.30. m to 14.75 m |
| 23 | SQUARE COLUMN |
| 24 | For column GL ( 0 to 3.30M ) |
| 25 | For column ( 3.30 m to 4.30m ). |
| 26 | For column ( 4.30 m to 5.30m). |
| 27 | For Column (5.30 m to 6.30m ) |
| 28 | For Column (6.30 m to 7.30m ) |
| 29 | For Column (7.30 m to 8.30m ) |
| 30 | For Column (8.30 m to 9.30m ) |
| 31 | For Column (9.30 m to 10.30m ) |
| 32 | For Column (10.30 m to 11.30m ) |
| 33 | For Column (11.30 m to 12.30m ) |
| 34 | CURVED SURFACE upto 3.30m ht |
| 35 | 11.30m to 12.61 |
| 36 | 12.61m to 13.61 |
| 37 | 13.61m to 14.61 |
| 38 | 14.61m to 15.61 |
| 39 | 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. |
| 40 | Painting two coats 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 |
| 41 | Providing MS Ladder & Hand rails arrangements in 30,000 Lits. Capacity OHT With 12.00m Staging Height. |
| 42 | 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 curring |
| 43 | Providing 110mm pvc vent cowl arrangements mosquito proof nylon net and as Dircted |
| 44 | Supply and fixing of cut stone of size 0.30mX0.30X0.15m in cm 1:3 below inlet pipe for service reservior as dircted by TWAD board |
| 45 | Providing manhole cover of size 0.60mx0.60m 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. |
| 46 | Supply & Delivery of following Pipes and specials for OHT connection |
| 47 | Supply of GI Pipes for OHT Connections 65 mm dia |
| 48 | 65mm GI pipes for inlet connection |
| 49 | 65mm GI pipes for over flow & rain water harvesting pipe |
| 50 | 50mm GI pipe for scour pipe |
| 51 | 65mm GI pipe For Delivery pipe |
| 52 | 90mm pvc threaded coupler |
| 53 | 63mm pvc threaded coupler |
| 54 | 65mm Dia GI Tee |
| 55 | 65mm Dia GI Bend 90 |
| 56 | 65mm Dia GI Bend |
| 57 | 65mm Dia GI Coupler |
| 58 | 65mm Dia GI Union |
| 59 | 65mm Dia GI Elbow |
| 60 | 50mm Dia GI Union |
| 61 | 50mm Dia GI Elbow |
| 62 | 65mm Dia GI Tee |
| 63 | 65X50mm GI Reducer |
| 64 | 75mmX63mm PVC Reducer |
| 65 | 65mm GM Gate Valve |
| 66 | 50mm GM Gate Valve |
| 67 | 63mm Pvc 4ksc pipe |
| 68 | Refilling of the foundation with excavated soil in layers of thick including ramming watering etc |
| 69 | :Provision for Nameboard |
| 70 | Provision for Borewell |
| 71 | Drilling of 160mm dia pilot bore Upto 60M depth ending below ground level WD-W0783 |
| 72 | Reaming from 160/200 mm dia pilot bore to 300mm dia bore as directed by the departmental officers Upto 60M depth ending below ground level WD-W0794 |
| 73 | Labour Charges for inserting PVC casing pipes assembly (with slots and without slots) in the drilled hole including jointing the pipes with PVC couplers with cement paste etc., complete and supplying and packing the annual space with pebbles of size and quality as approved by the departmental officers 140mm PVC casing pipes.WD-W0830 |
| 74 | Charges for developing the Bore well with Air Compressor of 300 / 250 CFM capacity including transportatin, labour and fuel charges for compressor as directed by the departmental officers and conducting yield test by \\"V\\" notch methods. WD-W0833 |
| 75 | 150mm OD PVC Plain Blue Casing Pipes. (SW/MW).TP-17 |
| 76 | 150mm OD PVC Slot Casing Pipes.(MW) TP-17 |
| 77 | 160mm PVC End Plug (PWD-M-1053) |
| 78 | 50mm upvc Pipe |
| 79 | 50mm GI Flange set WD-M0597 |
| 80 | 50mm Clamp set WD-M0617 |
| 81 | Provision for Pipeline (Borewell To OHT) |
| 82 | Earth work excavation and depositing on bank with initials lead of 10 m and initial llift of 2m in ordinary soils for a depth of 1.05 m and width of 0.60 m for Pipe Laying works |
| 83 | 63 mm OD PVC 4 ksc pipe |
| 84 | Conveyance of PVC rigid pipes with in a lead of 200m lowering into trenches laying to proper grade and alignment ,jointing with pvc spls. with cement paste, testing to the required pressure including conveyance of water upto 1km lead for filling during testing exclu ding the cost pipes& jointing materials.burst occurs during testing,it should be rectified at contractors own cost&as directed by Department officers |
| 85 | Refilling the trenches with excavated earth after pipes arelaid as directed by Department officers |
| 86 | 63mm PVC Bend |
| 87 | 63 mm Dia PVC Coupler |
| 88 | 63mm x 50mm PVC Tee |
| 89 | 63mm End cap |
| 90 | 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} Total in Figures 0.0 0.0 INR Zero Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysAug 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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