PAINTING TO RUNWAY, TAXI TRACKS, LOOPS TO BPs DISPERSAL, JOINTS FILLING ETC WORKS IN TECHNICAL AREA AT AF STN AMBALA UNDER GE (AF) AMBALA

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Tender Inviting Authority: GE (AF) AMBALA

Name of Work: PAINTING TO RUNWAY TAXI TRACKS LOOPS TO BPS DISPERSAL JOINT FILLING ETC WORKS IN TECHNICAL AREA AT AF STN AMBALA UNDER GE (AF) AMBALA

Contract No: CA NO: GE AF/AMB-T-44 of 2026-27

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency 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

1 M&L for preparation of untreated or old treated horizontal concrete or bituminous surfaces exceeding 10 cm width or girth with wire brushes etc and painting lines dashes strips circles and other markings with one coat of water based cold applied retro reflective airfield marking paint formulated with high volume soild acrylic emulsion white/orange/yellow/black or any other colour as approved by GE complete all as specified and as directed by the Engineer-in-Charge 10000 SQM 0 Excess(+) Full Conversion INR

2 M&L for preparation of untreated or old treated horizontal concrete or bituminous surfaces exceeding 10 cm width or girth with wire brushes etc and painting lines dashes strips circles and other markings with one coat of water thinnable/matt finished road marking paint white/orange/yellow/black or any other colour as approved by GE complete all as specified and as directed by the Engineer-in-Charge 20000 SQM 1 Excess(+) Full Conversion INR

3 M&L for preparation of newly untreated or old treated horizontal concrete or bituminous surfaces not exceeding 10 cm width or girth with wire brushes etc and painting lines dashes strips circles and other markings with one coat of water thinnable/matt finished road marking paint white/orange/yellow/black or any other colour as approved by GE complete all as specified and as directed by the Engineer-in-Charge 1200 per 10 RM 1 Excess(+) Full Conversion INR

4 M&L for repair to damaged broken edges of existing cement concrete slabs of taxi track by cutting to a depth 10 to 50 mm, cleaning the surface and remove loose material, dust by blowers of rubish to a distance exceeding 50 m but not exceeding 100m and applying evenly a coat of dencote 601 epoxy rich primer with sealer and filling in with Epoxy Re-sign denpatch compond complete all as specified and as directed 320000 Cu cm 10 Excess(+) Full Conversion INR

5 M&L for cutting damaged / broken edges along dummy / construction / expansion joints using saw/suitable cutter, removing rubbish / refuse outside MD land and depositing where directed, cleaning the surfaces with air blowers and applying self levelling elastomeric concrete duly finished by means of trowel, mats, etc. over a coat of elastomeric primer complete all as specified and as directed Notes: (i) Work shall be got executed through authorised applicator of the manufacturer of elstomeric concrete as approved (ii) Due care shall be taken in not damaging existing surfaces in the process. Any such damages caused shall be made good without any extra cost 200000 Cu cm 1 Excess(+) Full Conversion INR

6 Raking out existing Sealing compound from expansion Joints of size 20 mm to 25mm wide and up to a depth of 30 mm from existing Flexible/concrete pavements and spilled sealing compound from the edge of expansion joint removing the old sealing compound and all foreign material to a distance of 100 mtr and depositing as directed by Engr-in-Charge, cleaning and preparation of existing expansion joint , priming the sides and bottom of expansion joints with primer for Grade B sealing Compound and Sealing the expansion joint 20mm to 25mm wide and 25 mm deep (leaving a clear space of 5mm at top in winter and 3 mm top in summer with sealing compound Grade B heat resistancecomplete all as specified and as directed 148 10 RM 1 Excess(+) Full Conversion INR

7 All as per BOQ srl item no 06 but for construction joints of size 10 to 14 mm but wide and upto thickness 30 mm 200 10 RM 1 Excess(+) Full Conversion INR

8 All as per BOQ srl item no 06 but for contraction joints ( dummy) of size 08 to 10 mm but upto thickness 30 mm . 300 10 RM 0 Excess(+) Full Conversion INR

9 M&L for taking out old sealing compound grade 'B' etc and cleaning, removing dirt/loose foreign materials etc with compressor air blower from any type of joints and of any thickness and any depth of taxi tracks and runways with a raker, coir brush etc and filling joint with polyurethane joint sealant compound using mechanical means to a depth of 10mm (depth minimum above back up rod) including two coats of primer and providing approved quality closed cell polythene backup rod of dia 25% more than the width of joint placed over existing joint filler board in position, applying masking tape on edge of joint to prevent accidental slippage of sealant on top surfaces and to give neat finish to the sealant on top surfaces and to give a neat finish to the sealant and removing the masking tape after sealant is applied as required, etc complete all as specified and as directed for the following width of joints:- Notes: (i) Minimum movement accomodation factor (MAF) shall be +30% conforming to the requirements as stiplated in BS: 5212 BS-4254 and EN-141875-2003 (ii) Hydrolysis / water resistance test shall be catered as per relevant IS (iii) Joints dismantled, cleaned and filled as above shall bear a performance guarantee of minimum 10 years from the date of completion. The contractor has to submit the said guarantee in Rs 100 non-judicial stamp paper to the Accepting officer (iv) An amount @ 10% of the cost of joint filling shall be retained from the final bill till completion of above guarantee period. The contractor may submit FDR of equal amount in favour of the accepting officer for the purpose. (v) Filling work shall be done as per manufacturer's instruction and as specified (vi) All rubbish / retrieved materials shall be disposed off to a distance exceeding 100 m but not exceeding 500m including necessary cartage etc as required

10 Joints upto 25 mm in width 5000 RM 1 Excess(+) Full Conversion INR

11 Joints exceeding 25 mm but not exceeding 35 mm in width 6500 RM 1 Excess(+) Full Conversion INR

12 Cleaning the cracks with wire brushes, making the surface free from dust and material and labour for applying slurry seal containing polymeric modified bitumen emulsion, fine aggregate, cement and lime (1:1:1:1) and water as per requirement and the cracks shall be filled with the above mixture by trowel application the size of cracks 2mm to 6mm and a depth of upto 10mm. After filling the cracks with the above compound, top surface of the crack shall be finished with the same compound uniformly and ensure finish of area completeall as per manufacturer instruction and complete all as specified and as directed 10000 RM 1 Excess(+) Full Conversion INR

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