Items - REPAIR TO PQC OF ORA PTT DISPERSAL NORTH AND SOUTH LOOP TAXI LINKS ETC RENEWAL OF BLACK TOP SURFACE WITH COLD EMULSIONS (PME) AND CONNECTED ANCILLARY WORK 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 | Demolition of cement concrete (Unreinforced) in ground floors/taxiway and pavings etc andmake the surface clean and ready to receive newsurface.Including removal of the same outsides MOD Land etc complete all as specified and directed. | 20.00 | Cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 2.00 | Earth work in excavation over area not exceeding 1.50m deep by mechanical means(hydraulic excavator) means over areas(exceeding 30 cm in depth,1.50m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m,in any type of soil complete as specified and directed by Engineer-in-Charge. | 548.05 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 3.00 | Rolling and consolidating formation surface in cutting/filling to required camber using 8 to 15 tonne earth compactor (power roller) to 98% of modified proctor density at optimum moisture content (OMC) complete all as specified and directed. | 113.00 | X SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 4.00 | Material and labour for laying 100mm thick (compacted thickness)grading as per table 400-13 MoRTH spcification for road and bridge works 2013 manufactured in WMM plant,material comprising of clean,crushed,graded aggregate and granular material premixed with water to a dense mass,spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidation to required gradient and camber complete all as specified and directed.The finished surface tolerance to be as per Table 900-1 MoRTH specifications for Road and bridge works 2013. | 113.00 | X SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 5.00 | Material and labour for Laying and compacting 100mm thick (compacted thickness) granular sub base course(GSB) grading as per grade-V as specified table 400-1 of MoRTH specifications of road and bridge works 2013 in a single layer over compacted subgrade with natural sand,crushed gravel,crushed stone,crushed slag or combination thereof as per the grading requirement .The material are mechanically mixed spread and levling on the subgrade by using motor grader of adequate capacity and rolling with vibratory roller of capacity 80-100 KN static weight for achieveing required compaction density of atleast 98% of the maximum dry density .Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerance as per Table 900-1 of MoRTH specifications of road and bridge works 2013 | 113.00 | X SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 6.00 | Providing and laying for 125 mm thick dry lean concrete (DLC) of aggregate gradation as per Table 1 of SP 49-2014 having 7 day average compressive strength not less than 7 Mpa.Minimum cement content not less than 140 Kg/Cum DLC mixed in Batching plant,transported to site and laid by electronic sensor paver including spreading and compacting using high amplitude tamping bars of paver(initial compaction) further by double drum smooth wheeled vibratory roller with 80-100 KN static weight to achieved minimum dry density not less than 98% of maximum dry density,necessary finishing etc complete all as specified and tolerance to be Table 900-1 of MoRTH specifications for road and bridge work 2013. | 113.00 | X SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 7.00 | Material and labour for pavement quality concrete (PQC) of any thickness , of flexural strength 45 Kg/ sqcm (lower control limit) in field as per design mix , using minimum 400 Kg/cum and not exceeding 450 Kg/cum of cement including triangular/non circular synthetic fibre reinforcement @ 0.25% by weight of cement including steel form work for butt nosing, rounding off edges , curing , spread and compacted by using needle, plate and screed vibrators etc complete all as specified and directed. Note:- (i) The cost of admixture required as per design mix shall deemed to be included in the rate (the constant shall be applied based on design mix). (ii) Polyster triangular/non circular synthetic fibres as secondary reinforcement mixed in concrete shall be measured and paid for separtely under resp-ective item of this schedule. However, mixing shall be deemed to be included in the rate (the constant shall be applied based on design mix). (iii) Construction joints, dummy (contraction joints) and expansion joints shall be measured and paid separately under respective items. (iv) Deduction shall be made in PQC for quantity for expansion joints. | 169.50 | Cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 8.00 | Cutting of construction joints 25 mm deep and 10 mm wide by early entry saw cut using diamond bi cutter 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 before placing the backup rod and pouring the sealant. Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 12 mm dia, application of bond breake tape on top of back up rod for complete width of the joint and filled with polyurethane based sealant complying with BS-5212, BS 4254 and EN- 141875-2003 with minimum movement accommodation factor (MAF) of +I- 30% having minimum 10 year performance guarantee, applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed | 5.00 | XRM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 9.00 | Forming dummy/contraction joint with an initial saw cut of 3 mm soon after the concrete has set, upto a depth of 1/3rd to 1 /4th the thickness of the slab widening the first saw cut to 6 mm and 24 mm deep by using diamond bit cutter 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 before placing the backup rod and pouring the sealant. Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 8 mm dia application of bond breaker tape on top of back up rod for complete width of the joint and filled with polyurethane based sealant complying with BS-5212 , BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) OF +/- 30% having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed | 5.00 | XRM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 10.00 | Forming 25 mm width expansion joint in concrete slab for full depth of POC. Early entry saw and subsequent cutting by using diamond bit cutter of appropriate size. straight and smooth edges. Join cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. The join then filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified thereafter application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 30 mm dia, over filler board and filled with polyurethane based sealant complying with BS- 5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+/- 30% having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacture complete as specified and directed. | 10.00 | XRM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 11.00 | M&L for finishing concrete pavement by brooming when concrete is green complete all as specified and directed. | 113.00 | XSQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 12.00 | M & L for 10 mm thick sand cushion with clean river sand duly clear of residual , organic and deleterious materials spread evenly to uniform thickness laid over DLC layer as specified and directed. (No additional amount to be paid for overlap) | 11.30 | CUM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 13.00 | Supplying and laying for 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm over tack coat /sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm. | 1130.00 | SQM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 14.00 | Supply only , polyster triangular fibres /non circular fibres (Recron 3S triangular fibre type CT 2012 12mm) having tensile strength 4000-6000 Kg/cm2, designed for melting point more than 250 degree celsius @ 0.25% by weight of cement in controlled pavement quality cement concrete and having specific gravity of 1.34 to 1.40 complete all as specified and directed. | 169.50 | KG | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
| 15.00 | M & L for preparation of black top bituminious runways/links surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms/ mechanical means to remove all loose dust,dirt etc and taking out with compressed air and making the surface free from dust etc, drying the surface and applying uniformly two coats of cold Polymer Modified Emulsion (PME) by using self-propelled emulsion distribution assembly or towed emulsion pressure sprayer, equipped for spraying the PME uniformly & mopping the surfaces ,total undiluted PME @ minimum 1.00 litre per sqm in two coats in the ratio 1:1 (PME : Water) and ensure uniform finish of PME on runways/links etc complete all as per manufactures instruction and all as specified and as directed by Engineer-in-Charge. Note :- Following provisions are considered to be inclusive in the quotated rate. (i) Due care shall be taken for friction parameters during application of PME as per ICAO standard and on completion of work contractor shall submit friction testing report from approved Lab/Agency for any No's of points/locations as directed by GE. (ii) The work shall be carried out through authorised & registered applicater of the manufacturerer. (iii) Special care shall be taken to fill gaps/cracks up to 3mm size with miniral filler as per manufacturer’s instructions and quoted rate is included for repair of gaps/cracks. (iv) A preformance guarantee certificate for two year shall be submitted by the contractor to the completion of the works as specified. (v) No price adjustment shall be applicable if excess/wastage quantity of polymer modified emulsion(PME) than that mentioned above is used depending upon condition of the surface to be treated. (vi) Minus price adjustment as per pro-rata of quoted rate for min 1.0 litre/Sqm in two coats shall be made if less quantity of PME as per manufacturer's instructions and subsequently approved by GE is used in work. (vi) PME must have penetration value of 10-20 mm and initial setting time four to five hours but not more than eight hours. (vii) Three trial patch of size 15m x 15m of approved manufacturer. (viii) On approval of trial patch the contractor shall immediately procure the total qty of material required and also submit PVs and test reports before commencement of work. (ix) The commemcement and completion of work shall be the period as per Users directives and the contractor shall adhere strictly to the time lines directed by User's and complete the work satisfactorily in all respects within the specified period. (x) Cost of all tests as specified in PS shall be deemed to be included in the quoted rates of the respective items of the BOQ/ Sch'A'.Make of PME:- (i) M/S L N Petro Chem Private Ltd (Product Name- Polymeric modified emulsions (PME) Brand Name- EMULCOTE. (ii) M/S Ooms Polymer Modified Bitumen Pvt Ltd , Product Name- Polymer Modified Emulsions | 4770.00 | Sqm | 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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