Tender For Painting To Lines, Dashes, Arrows And Other Pavement Painting Works Of Dispersals, Repairs To Flexible And Rigid Pavements, Joint Filling At Begumpet Under Ge (Af) Hakimpet
Tender Value
20 Lakhs
Estimated cost
Bid Submission
07 Oct 2026
14 days left
EMD
40000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hyderabad → Telangana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Painting To Lines, Dashes, Arrows And Other Pavement Painting Works Of Dispersals, Repairs To Flexible And Rigid Pavements, Joint Filling At Begumpet Under Ge (Af) Hakimpet
BOQ
| Sl. No. | Item Description |
| 1 | Item Rate BoQ 84860/E8 BoQ_Ver4.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority : Commander Works Engineers (Air Force), Secunderabad Name of Work :- PAINTING TO LINES, DASHES, ARROWS AND OTHER PAVEMENT PAINTING WORKS OF DISPERSALS, REPAIRS TO FLEXIBLE AND RIGID PAVEMENTS, JOINT FILLING AT BEGUMPET UNDER GE (AF) HAKIMPET Contract No: CA NO: CWE/AF(S)/HKPT/TOKEN-36 OF 2026-2027 SERIAL PAGE NO :- 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 # Ser 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 TOTAL AMOUNT (In Words) |
| 2 | M&L in repair Cutting circular hole dia of 200 mm of depth 50mm to 200 in bitumen / concrete surfaces and Drilling holes of 25mm dia 2 Nos to a depth of 100 to 150mm in concrete surfaces, cleaning the holes & inserting the Wuerth PE 500 (Pure Epoxy) and fixing 18mm dia Carbon steel rods of 8.8 Grade with 'U' shape and attaching the Accessory Forged Ring anchorage projecting up to 50mm to 200 mm to be flush with Micro-concreting to close the extra Hole Moring Ring complete all as specified and as directed. |
| 3 | Repair of Expansion joints : M&L for Racking out of old existing sealant compound, back up rod and filler board of the existing joints by special tools like racker/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 before placing the filler board and pouring the sealant Thereafter filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified, over it filled with closed cell medium density, cross linked polyethylene foam backup rod of 30 mm dia for complete length of the joint. Finally filled with polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor MAF of+/- 30%. complete all as specified and as directed. |
| 4 | Repair of Dummy joints : M&L for Racking out of old existing sealant compound and back up rod of the existing 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 before pacing the backup rod and pouring the sealant. There after filled with closed cell, medium density, cross linked polyethylene foam backup rod of 8 mm dia for complete length of the joint, over it to be filled with polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875- 2003 with minimum movement accommodation factor (MAF) of+!- 30%. complete all as specified and as directed. |
| 5 | Repair of Construction joints : M&L for Racking out of old existing sealant compound and back up rod of the existing 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 before pouring the sealant Thereafter filled with closed cell medium density, cross linked polyethylene foam backup rod of 12 mm dia for complete length of the joint, over it to be filled with polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+!- 30%. complete all as specified and as directed. |
| 6 | Demolition of cement concrete (unreinforced) of any description and in any position and disposed off to a distance exc. 500 mtrs and not exc.1.50 km complete all as specified and as directed. |
| 7 | M&L for Pavement quality concrete(PQC) of minimum 28 days field Flexural strength of 45Kg/ Sqcm or 4.5 Mpa, aggregate gradation as per Table 3 of IRC 15 -2017, coarse aggregate of clean, hard strong, dense non-porous and durable pieces of crushed stone or gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 360 kg/cum of cement with non-circular virgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting temperature as 240°C and minimum tensile strength of 300 Mpa and at the rate as specified by the manufacturer. PQC laid, spread and compacted with slip-form paver of minimum 7.50 m width, including curing and tining by Texturing cum Curing Machine complete all as specified and directed. Required surface texturing to be done as specified in Clause 10 1 14 and Table 9 of IRC' 15-2017 complete all as specified and as directed. |
| 8 | M&L for Cutting of construction joints 25 mm deep and 10 mm wide by early entry saw cut 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 othe 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 sealan 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 all as specified and as directed. |
| 9 | Removing old paint by paint removers or burning of by blow lamps and cleaning with scrapers, any number of coats, any width or girth complete all as specified and as directed. |
| 10 | M&L for preparing bitumious surfaces of road and marking 2.5 mm thick centre lines, stop lines, dashes, arrows etc and the like n.exc 10 cm wide on roads pavements with hot applied thermoplastic road marking paint of approved colour conforming to BS 3262-1989 with special applicator machine all as per manufacturers' instructions complete all as specified and as directed. |
| 11 | M&L for Adequate No of coats Painting lines, dashes, arrows, letters,etc. on roads, pavements and the like exc 10cm wide with road marking paint, acqua/water based white or golden yellow of old/new surface all as per manufacturers' instructions complete all as specified and as directed. |
| 12 | Removal of damaged concrete along with loose damaged and cracked concrete at all specified locations by chipping/hacking with chisel and hammer or by mechanical means like chisel hammer, pneumatic chipper including high pressure water jetting to chipped concrete and removal/ disposal of debris, including all plant and machineries. Depth of chipping may very from 50 mm to150 mm complete with labor, machinery, tools etc. complete all as specified and as directed. |
| 13 | M&L for Providing and applying bond coat on the prepared surface to receive polymer modified mortar/polymer modified micro concrete, with two component epoxy based bonding coat Nitobond EP Std of Fosroc make or equivalent, having specific gravity 1.15 to 1.2 gm/cc, Compressive strength(BS 6319 Pt.2)- 50 Mpa at 7 days, Flexural strength strength(BS 6319 Pt.3)- 35 Mpa at 7 days, Tensile strength (BS 6319 Pt.7)- 20 Mpa at 7 days, Shear Strength (BS 6319 Pt.4)- 10 Mpa at 7 days, having an over lay time of 6 hrs. and 300 C. Laying of reinstatement polymer modified mortar or micro concrete shall be completed within the overlay time of bonding coat. The bond coat act as a bonding coat between old and new concrete. Item rate is inclusive of materials all Labour, tools and tackles, scaffolding and transportation etc. complete all as specified and as directed. |
| 14 | M&L for Providing and applying polymer modified micro-concrete like Renderoc RG of Fosroc make or equivalent having compressive strength (BS 4551-80)-50 Mpa at 28 Days, Tensile strength- 2 Mpa @ 28 Days, Flexural Strength(BS 4551-80)-5 Mpa at 28 Days, Young’s modulus-25 kN/mm2, Expansion characteristics (ASTM C827 - 1987)Unrestrained expansion 1 to 4 %,Pressure to restrain Plastic Expansion-Approx. 0.004 N/mm2,Thermal Conductivity – 1.5 W/m C. Pouring the same into the formwork using suitable arrangement or if required using pumping device for uniform flow of micro concrete. The side shuttering can be removed after 3 days ensuring proper bond between the micro concrete and existing concrete substrate. Item rate is inclusive of materials all Labour, tools and tackles, scaffolding and transportation etc. complete all as specified and as directed. |
| 15 | M&L for Providing and executing injection/pressure grouting in cracks in the parent concrete by fixing PVC nipples at 150 mm to 200 mm distance or specified distances as per design and detailed specifications. Pressure grouting using low viscous epoxy grout Conbextra EP 10(M) of Fosroc or equivalent having mix density 1060 kg/m3,Compressive Strength(ASTM D695)-60 N/mm2,Tensile Strength(ASTM C 304-97)-20 N/mm2,Flexural strength(BS 6319 Part 4)-45 N/mm2.Pressure grouting shall be done at required pressure etc.shall complete as directed by EIC. Payment shall be made on actual grout consumed. complete all as specified and as directed. 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 |
AI Tender Summary
Tender Timeline
Sep 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysOct 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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