Items - REPAIR TO JOINT FILLING EPOXY ELASTOMERIC OF ORA PTT DISPERSAL TAXI LINK FOR SOUTH LOOP AND NORTH LOOP IN TECHNICAL AREA AT AF STN JAISALMER
| Item Rate BoQ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| BoQ_Ver3.0 | Item Rate | Normal | INR Only | INR | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Select, Excess (+), Less (-) | Less (-) | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Tender Inviting Authority: HQ CWE (AF) Jaisalmer | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Name of Work :- REPAIR TO JOINT FILLING, EPOXY, ELASTOMERIC OF ORA, PTT , DISPERSAL, TAXI LINK FOR SOUTH LOOP AND NORTH LOOP IN TECHNICAL AREA AT AF STN JAISALMER. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Contract No: CWE (AF)/JSM/JMR/ OF 2025-2026 Page No. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Bidder Name : | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 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 ) | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Sl. No. | Item Description | 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 | 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 | TOTAL AMOUNT With Taxes | TOTAL AMOUNT In Words | ||||||||||||||||||||||||||||||||||
| 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 6 | 14 | 15 | 16 | 17 | 18 | 19 | 20 | 21 | 22 | 23 | 24 | 25 | 26 | 27 | 28 | 29 | 30 | 31 | 32 | 33 | 34 | 35 | 36 | 37 | 38 | 39 | 40 | 41 | 42 | 43 | 44 | 45 | 46 | 47 | 48 | 49 | 50 | 51 | 52 | 7 | 54 | 8 |
| 1.00 | M&L for pouring of elastomeric compound on runway/dispersal/taxi track etc all as per the following specification and as directd by Engr-in-Charge:- (a) Cutting/Chipping of existing cracked concrete/Bituminous surface not less than 100mm wide and 40mm deep with concrete cutter in proper alignment, removing all loose concrete/dust etc by air blower and carefully cleaning the surface to receive new material. (b) Appliying primer to old surfaces using pump sprayer or brush covering all the area as directed.make of primer RDL 942 or equivalent. The primer shall be allowed to dry before pouring the elastomeric compound. (c) Pouring of elastomeric compound mixed with all ingradient and pouring the mix in the affected area trowelled to acheive grooved or textured finish including all necessary formwork all as directed and specified. Note :- (i) The rate shall be inclusive of providing masking tape at joints and formwork required if any at spalled joints edges (ii) The quoted rate deemed to be inclusive of making good to disturbed joint filling around the area where material is applied (iii) Removal of debris from the site as directed by Engr-in-Charge. | 30.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 2.00 | M&L for cutting existing loose patches/spalled edges/widening of existing cracks of concrete pavement in geometrical shapes to average depth of 20 to 25mm using diamond cutters operated with generator sets,cleaning the surface with air compressors and removal of debris all as specified and directed. | 20.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 3.00 | M&L for applying Epoxy mortar with following specification up to depth of 20 to 25mm & including primer @ 0.45Kg/Sqm. Note:- 1. Araldite 250-100 part by weight (Rasine). 2. Araldite 140-50 part by weight (Hardner) 3. Quartz sand 10 No - 500 Part. Note : -(i) The rate shall be inclusive of providing masking tape at joints and formwork required if any at spalled joints edges (ii) The quoted rate deemed to be inclusive of making good to disturbed joint filling around the area where material is applied | 20.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 4.00 | M&L for Racking out of old existing sealant compound, back up rod of the existing Expansion joints by special tools like racker/cutting blades/machines , Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes over closed cell medium density, cross linked polyethylene foam backup rod of minimum 30 mm dia before pouring the sealant for complete length of the joint. Finally filled with polyurethane joint sealant (10 to 12 mm depth) over backup rod meeting the requirements mentioned in BS-5212, BS4254 and EN-141875-2003 with minimum movement accommodation factor MAF of+/- 30%. and Removal of debris from the site as directed by Engr-in-Charge. | 410.00 | Ten RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 5.00 | M&L for Racking out of old existing sealant compound and back up rod of the existing Dummy joints by special tools like cutting blades/machines, widening of joints by 2 mm by using joint cutting blades of appropriate size straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes over closed cell, medium density, cross linked polyethylene foam backup rod of minimum 8 mm dia for complete length of the joint, over it to be filled with polyurethane joint sealant (10 to 12 mm depth) meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+!- 30%. and Removal of debris from the site as directed by Engr-in-Charge. | 509.00 | Ten RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 6.00 | Racking out of old existing sealant compound and back up rod of the existing Construction joints by special tools like cutting blades/machines, widening of joints by 2 mm by using joint cutting blades of appropriate size straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes over closed cell, medium density, cross linked polyethylene foam backup rod of minimum 12 mm dia for complete length of the joint, over it to be filled with polyurethane joint sealant (10 to 12 mm depth) meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+!- 30%.and Removal of debris from the site as directed by Engr-in-Charge. | 617.00 | Ten RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| Total in Figures | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Figures | Select | 0.0000 | 0.0000 | Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Words | INR Zero Only |
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