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| 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 BP 2025-2026 Part.1 Construction of 30000 Ltr OHT at Keela theru in Chakkarapalli 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 | Part.1 Construction of 30000 Ltr OHT at Keela theru in Chakkarapalli 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 | 65X50mm GI Reducer |
| 63 | 75mmX63mm PVC Reducer |
| 64 | 65mm GM Gate Valve |
| 65 | 50mm GM Gate Valve |
| 66 | 63mm Pvc 4ksc pipe |
| 67 | Refilling of the foundation with excavated soil in layers of thick including ramming watering etc |
| 68 | :Provision for Nameboard |
| 69 | Provision for Platform |
| 70 | Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers |
| 71 | Supply and filling the foundation and basement with clear river sand in layers complying with standard specification including consolidation and watering etc. complete and as directed by TWAD Board Officers. |
| 72 | 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. |
| 73 | Brick work in CM 1:5 (one cement and five sand) using country bricks of size 8.75\\" X 4.25\\" X 2.00\\" including cost of all materials, labour charges, curing etc., complete and as directed by TWAD Board Officers. |
| 74 | Cement concrete 1:2:4 (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. |
| 75 | Plastering with C.M. 1:5(One part of cement and Five parts of sand) with 12mm thick over brickwork portion including labour charges for mixing finishing and curing etc., complete and as directed by TWAD Board Officers. |
| 76 | Pump Room |
| 77 | Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers |
| 78 | Levelling course with P.C.C 1:4:8 (one cement, four sand and eigth course aggregate) using 40 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the TWAD Board Officers. |
| 79 | Earth filling in basement & sides of foundation with excavated earth including ramming and consolidation etc., complete |
| 80 | Supply and filling the foundation and basement with clear river sand in layers complying with standard specification including consolidation and watering etc. complete and as directed by TWAD Board Officers. |
| 81 | Brick work in CM 1:5 (one cement and five sand) using country bricks of size 8.75\\" X 4.25\\" X 2.00\\" including cost of all materials, labour charges, curing etc., complete and as directed by TWAD Board Officers. |
| 82 | For foundation and basement |
| 83 | For super structure |
| 84 | 'Reinforced cement concrete 1 : 1 1/2: 3(one cement,oneand half sand and three coarse aggregate)using 20mm size hard broken stone jelly(machine crushed) for the following members.The rate to excludethe cost of steel for reinforcement,centering,shuttering, strutting but includingcost of mixing of concrete,placing,vibrating with Mechanical Vibrator, finishing and curing etc. complete and as directed by TWAD Board Officers. |
| 85 | Steel centering for soffits of RCC members including shuttering,strutting to the centring and providing supports etc.complete for the following members using MS Sheets of size 90cm x 60cm and BG 10 Gaugesstiffened with welded MS angles of size 25 x 25 x3mm laid over Silver Oak(country wood) joists of size 10 x 6.5 cm (spaced at about 90cm C/C) and supported by Casurania props of 10 cm to 13 cm dia. spaced at 75 cm C/C and as directed by TWAD Board Officers.The centring materials should be supplied and should be removed after the specified stripping time of the concrete as per IS 456/1978. |
| 86 | Plastering with C.M. 1:5(One part of cement and Five parts of sand) with 12mm thick over brickwork portion including labour charges for mixing finishing and curing etc., complete and as directed by TWAD Board Officers. |
| 87 | Special ceiling plastering for RCC Slab with C.M.1:3(One part of cement and Three parts of sand) 10mm thickover RCC surface including labour charges for mixing finishingand curing etc., complete as directed by TWAD Board Officers. |
| 88 | finished with Cement mortar 1:3 (one cement and three sand) 20mm thick including labour charges for mixing,finishing and curing etc. complete and as directed by TWAD Board Officers. |
| 89 | 'Supply and fixing of MS door (Single leaf) of sizes 0.9 x 2.00m in MS angle 50 x 50 x 4mm and MS flat 35 x 6mm with MS sheet of 18 gauge including ventilating arrangements using 20mm square MS rods with locing arrangements including two coats of approved enamel painting over one coat of primer |
| 90 | Supply, fabricating and fixing in position of RTS rods including cost of steel and binding wire etc., complete. |
| 91 | Supply and fixing of RCC box type jolly of size 0.6 x 0.45 m |
| 92 | Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departm |
| 93 | White washing two coats using fine screened shell lime for the new plastered surface for inner and outer side of the room including the cost of materials labour charges etc., complete and as directed by TWAD Board Officers. |
| 94 | Weathering Coarse over RCC roof including fixing one coarse of pressed tiles etc., complete. |
| 95 | Provision for Pipeline (Borewell To OHT) |
| 96 | 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 |
| 97 | 63 mm OD PVC 4 ksc pipe |
| 98 | 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 |
| 99 | Refilling the trenches with excavated earth after pipes arelaid as directed by Department officers |
| 100 | 63mm PVC Bend |
| 101 | 63 mm Dia PVC Coupler |
| 102 | 63mm x 50mm PVC Tee |
| 103 | 63mm End cap |
| 104 | Provision for Rainwater Harvesting |
| 105 | Provision for Chlorinator |
| 106 | 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 |
