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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 Engineer, Works Division VII, Water Resources Department, Dhargal, Pernem, Goa. Name of Work: Construction of open type bandara in survey no. 168/0 in ward no. 7, V.P. Virnoda in Pernem taluka. Tender Notice No.: WRD/WDVII/PB/F.3-1/2025-26/TN-32, Dated 05/03/2026. 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 # Item.No. Description of item Item Code / Make Quantity Units Estimated Rate 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 G.S.T. 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 TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50 m lead. |
| 3 | Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil, silt, sand, clay, gravel, moorum of all varieties, Shingles, pebbles and all types of conglomerates laterite rock, soft rock ordinary rock, disintegrated or weathered rock, fissured/shattered rock, decomposed rock and all such other materials either in full or in parts as the case may be by adopting any approved method or methods as may be convenient or permitted inclusive of chiseling, wedging etc but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including pumping and bailing out water/ dewatering including setting out construction of shoring, strutting and bracing, removal of stumps and other deleterious material, dressing of sides and bottom, providing barricading, danger lighting, guarding etc. and back filling the excavated earth to the extent required and disposal of excavated soil/rock at specified areas with all leads and all lifts. etc as per specification and drawing and as directed by Engineer-in-charge etc. all complete. |
| 4 | Centering and shuttering including strutting, propping etc. and removal of formwork for : |
| 5 | Foundations, footings, bases for columns and mass concrete. |
| 6 | Vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc. |
| 7 | Columns, Pillars, piers, abutments, posts and strut, square, rectangular, polygon in plan. etc. |
| 8 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: |
| 9 | All works upto plinth level |
| 10 | In retaining walls , return walls(any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level. |
| 11 | Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) |
| 12 | All works upto plinth level |
| 13 | In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level |
| 14 | Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. |
| 15 | Providing and laying stone rip rap for Talus with basaltic / granitic stones, 60 % of which shall comprise stones not less than 0.0425 cu.m (1.5 cft) in size each & remaining 40% and comprising well graded rubble not below the size of 0.0142 cum (1 / 2 cft) including the cost of conveyance of all materials, spreading, hand packing, wedging, etc. for all leads and lifts, etc. as directed by Engineer in charge. |
| 16 | Supplying and fixing of Fibre Glass Reinforced (FRP) Needles along with FRP coated M.S. Frame needles shall be made out of standard quality FRP composite materials smooth surface shall be provided from both the sides of the needles, toung and box type groove shall be provided to the needles for interlocking in to each other. Box type groove protect the edge of the needle. Rubber seal of size 15mm x 4mm thk shall be fixed into the groove for water tight performance. Handles shall be provided at two locations for lifting and lowering of the needle in to the frame. The FRP needle shall be tailor made sections as per size required at site for closing the bandhara. (a)For thickness of needles 65 mm + 3mm (Hallow type) for the water depth 0 mtrs to 2.00 mtrs from top and width not more than 2.00 mtrs in clear span and work shall be carried out as per the direction of Engineer in charge etc complete. |
| 17 | Providing and fixing PVC water seal in construction joints are as per design and drawings shall withstand the pressure to the tune of 5kg/cm2 of approved quality and conforming to relevant I.S. code and shall be of one piece and jointing of small pieces shall be avoided the nominal width shall not be less than 305mm and the thickness shall be between 9.00 to 12.00 mm and shall withstand minimum hydrostatic pressure of 30m of water including the cost of all materials, labours, tools and plants required in the operation of above work and including incidents involved as per specifications, drawings and as per the direction of Engineer in charge etc complete. 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 |
