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| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: Executive Officer,athanur Town Panchayat Name of Work: Construction of OHT ( capacity 30,000 Litres ) Ward no: 4 at Sasthri Nagar in Athanur Town Panchayat. Contract No: 80/2026 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. Item Descriptio Item Code / Make Quantit Unit Estimated Rate inRs. Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE 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 With Taxe TOTAL AMOUNT In Word |
| 2 | Earth work excavation below G.L. and depositing on bank within an initial lead of 10m and an initial lift of 2m for the following classification of soil |
| 3 | First depth of 0 to 2 m |
| 4 | For Pipe Line |
| 5 | Sand filling for foundation with clear river sand including cost of sand,watering,ramming and consolidation etc complete as directed by TWAD Bord officers |
| 6 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m & upto 4.50 m depth BGL. |
| 7 | RCC in M 30 mix using10mm& 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete |
| 8 | Below 1.5m & upto 4.50 m BGL |
| 9 | 0m to 1.50m below GL |
| 10 | 0m to 4.50m above GL |
| 11 | 4.50 m to 7.32 m above GL |
| 12 | 7.32 m to 10.98 m above GL |
| 13 | 10.98 m to 14.64 m above GL |
| 14 | 14.64 m to 18.30 m above GL |
| 15 | Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10 stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete complying with standard specification. TNDSS NO: 30&86 |
| 16 | PLANE SURFACE |
| 17 | Below GL |
| 18 | From GL to 3.30m |
| 19 | From 5.30m to 6.30m above GL |
| 20 | From 8.30m to 9.30m above GL |
| 21 | From 11.30m to 12.30m |
| 22 | Square Column: |
| 23 | Square Column Below GL and upto 3.30m above GL |
| 24 | 3.31m to 4.30m ht |
| 25 | 4.31m to 5.30m ht |
| 26 | 5.31m to 6.30m ht |
| 27 | 6.31m to 7.30m ht |
| 28 | 7.31m to 8.30m ht |
| 29 | 8.31m to 9.30m ht |
| 30 | 9.31m to 10.30m ht |
| 31 | 10.31m to 11.30m ht |
| 32 | 11.31m to 11.40m ht |
| 33 | Curved Surfaces |
| 34 | Curved Surface - upto 3.30m ht. |
| 35 | 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 TWAD Board officers. ( As per separate sheet ) |
| 36 | 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 TWAD Board officers |
| 37 | Fabrication, supply, delivery and fixing of outside Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for both sides and for steps at 30cm C/C welded jointed etc ., for I staging from GL to 1st level brace (weight 4.5kg/m) IInd and IIIrd staging upto floor slab and IVth staging from floor slab to roof top. Supply, delivery and fixing of 32 mm GI pipes medium for hand rails from I stage to IVth stage. RCC M30 Grade mix for Landing slab 5 Nos. at Ground Level- 1No. and above Ground Level - 4Nos. Supply and fixing of 32mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS Base plate of 100mm X 100mm X 6mm thick for fixing Anchore fastener bolt for fixing of hand rails at Landing slab and MS Ladder providing locking arrangements with two coats of approved enamel paint over one coat of red oxide paint as per approved Type Design and as directed by TWAD board officers. |
| 38 | Providing and fixing of RCC inner access ladder in M30 (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 curing etc |
| 39 | Providing Ventilating arrangements with 50 mm GI pipes with mosquito proof nylon net and as directed by TWAD Board officers |
| 40 | Providing cut stone slab in CM 1:3 of size 0.45 m x 0.45 m x 0.15 m and as directed by TWAD Board officers |
| 41 | Providing manhole cover of size 1x1 0.60 X 0.60M in CI with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges and as directed by TWAD Board officers. |
| 42 | Painting TWAD Board emblem on the SR with enamel paint as per Board's specification and as directed by TWAD Board officers |
| 43 | Supply,delivery and fixing of pipes and specials for OHT connections |
| 44 | 50 mm GI Pipe for scour |
| 45 | 65 mm GI Pipe for inlet , Outlet and Overflow |
| 46 | 63 mm OD PVC 6 ksc pipe for drainage arrangements |
| 47 | 75 mm PVC Threaded Coupler |
| 48 | 63 mm PVC Threaded Coupler |
| 49 | 65 mm GI elbow |
| 50 | 50 mm GI Elbow |
| 51 | 65x65x65 mm GI Tee |
| 52 | 65 mm GI coupling |
| 53 | 65 mm Flange set |
| 54 | 50 mm Flange set |
| 55 | 65 mm GM Gatevalve |
| 56 | 50 mm GM Gatevalve |
| 57 | 75 mm X 63 mm PVC Reducer |
| 58 | 90 mm X 75 mm PVC Reducer |
| 59 | 65x50 mm GI Reducer |
| 60 | 75mm PVC pipe |
| 61 | 75mm PVC Tee |
| 62 | 75mm PVC Elbow |
| 63 | Labour charges for SR Pipe connection |
| 64 | RCC Slab for writing board |
| 65 | Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers. |
| 66 | RWH arrangements including recharge / soak pit 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 |
