Items - REPAIR TO ROAD AND ROAD FURNITURE AT RAMGARH UNDER GE (AF) 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 ROAD AND ROAD FURNITURE AT RAMGARH UNDER GE (AF) 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 | Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, applying tack coat @ 5 kg per 10 sq m, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings). depth of potholes exc 30 mm | 1.00 | X SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 2.00 | Preparing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. | 272.00 | X SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 3.00 | M & L for applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MaRTH specification for road and bridge works 2013, using mechanica sprayer after cleaning of existing surface as specified Iand directed. | 292.00 | X SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 4.00 | M&L for premix bituminous macadam (Consolidated thickness 75mm or less) using paving bitumen (VG-30) 4% by weight of total mix, spread, rolled and compacted to required camber and gradient complete with 8 to 12 tonne power roller complete all as specified and directed.Note :- (i) In case the binder contents by weight of total mix is less than 4% as per actual design mix, the price adjustment shall be made as per average rates of all paid voucher for bitumen pertaining to this work. If the total binder contents as per design mix is more than 4%, no price adjustment shall be made for the same. (ii) Job mix formula for premix bituminous macadam shall be obtained from the institutions specified in CA prior to commencement of work and shall be got approved from the GE. | 10.00 | Cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 5.00 | M&L for providing and laying 30mm consolidated thickness Bituminous Premix Semi Dense Asphaltic Concrete (SDAC) using paving bitumen VG-30 with 5.5 % binder by weight of total mix Rolled and compacted to required camber and gradient complete with 8 to 12 tonne power roller complete all as specified and directed.Note :- (i) In case the binder contents by weight of total mix is less than 5.5% as per actual design mix, the price adjustment shall be made as per average rates of all paid voucher for bitumen pertaining to this work. If the total binder contents as per design mix is more than 5.5%, no price adjustment shall be made for the same. (ii) Job mix formula for Semi dense asphaltic concrete shall be obtained from the institutions specified in CA prior to commencement of work and shall be got approved from the GE. complete all as specified and as directed. | 272.00 | X SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 6.00 | M&L for 2.5 mm thick hot applied thermoplastic reflective road marking paint on new surface, glass beads laid with special applicator machine with preparing bituminous surfaces of road/pavements of for lines stopes line dashes , arrows, letters etc on roads pavements and the like any wide, in white or golden yellow colour all as directed by engr in charge. | 145.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 7.00 | M&L for prepreation of old surface 2.5 mm thick hot applied thermoplastic reflective road marking paint , with glass beads laid with special applicator machine with preparing bituminous surfaces of road/pavements of for lines stopes line dashes , arrows, letters etc on roads pavements and the like any wide, in white or golden yellow colour all as directed by engr in charge. | 155.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 8.00 | Supply and fixing for cat eye of ABS plastic material red/yellow colour with two reflector fitted in body equavilent fixing with nails and approved adhesve including dismantling of old cat eyes. | 5.00 | EACH | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 9.00 | Supply and fix for solar cat eye aluminum alloy shall(100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd including dismantling completed as per manufactures instructions etc. all as specified and directed | 5.00 | EACH | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 10.00 | Dismantling of old serviciable solar stud carefully without demaging body and refixied with approved adhesive at black top road surface complete all as specified and direceted. | 5.00 | EACH | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 11.00 | Supply and fixing rebounded dealineator ht 1010mm or equivalent including dismantling of old delineator and fixed with PCC 1:3:6 type C1 (using 20mm graded stone aggregate) in post holes of size 0.30x 0.30x0.30m complete all as specified and directed. | 7.00 | EACH | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 12.00 | M&L for including dismantling old kerb stone, Precast cement concrete (1:2:4) type B-1 (using 20mm graded stone aggregate) as in kerbs stone and the likes including weathering, slightly rounded or chamfered angles and throating including jointed ,pointed in cement mortar 1:4 embeding in the ground complete all as specified and directed. | 8.00 | Cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 13.00 | M&L for Preparation of newly surface of road side kerb stone and applying two coats of water based Enamel paint over a coat of primer complete all as specified. | 80.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 14.00 | M&L for one coat of water based enamel paint to road side kerb stone incl preparation of old painted surface complete all as spd. | 80.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 15.00 | Fixing only for mild steel dealineator height 101 cm or equvalent including including dismantling old delineator and fixed with PCC 1:3:6 type C1 (Using 20mm graded stone Agg) in post holes of size 0.30x0.30x0.30 M complete all as specified and directed, | 50.00 | EACH | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 16.00 | Fixing only for road stud carefully without damaging body with approved adhesive at black top road surface complete all as specified and directed. | 300.00 | EACH | 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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