Tender For Construction Of Access Road To Technical Block & Atc Tower, Resurfacing Of Approach Road To Old Technical Block And Repairs To Approach Road To Terminal Building At Tirupati Airport.
Tender Value
3.52 Crore
Estimated cost
Bid Submission
21 Nov 2026
21 days left
EMD
10.58 Lakhs
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chittoor → Andhra Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Access Road To Technical Block & Atc Tower, Resurfacing Of Approach Road To Old Technical Block And Repairs To Approach Road To Terminal Building At Tirupati Airport.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 30-Oct-2026 | Critical Data Sheet | Other | 21-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | CIVIL WORKEarth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 1000 m and lift up to 1.5 m, as directed by Engineer-in-charge.All kinds of soil. |
| 2 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the subgrade and disposal of surplus earth with lead up to 50 meters. |
| 3 | Construction of Subgrade embankment with Moorum brought out from approved quarry out side the airport premises. The complete operation will include spreading the Moorum, dressing, levelling, providing camber, grading with motor grader and consolidating with vibratory roller 8-10 tonne capacity including making good the undulation etc. as per technical specifications and drawings complete and directions of Engineer-in-Charge. (Cost includes all leads ,taxes, royalty and operations) |
| 4 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.a) With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 5 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 6 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum,optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineering-charge. |
| 7 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.[Cement concrete prepared with batch mixing machine] |
| 8 | Providing and filling in position rubberized bitumen hot sealing compound [Grade 'A' sealing compound confirming to IS:1834] for sealing expansion joints in roads / pavements all complete as per direction of the Engineer-in-charge. |
| 9 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 10 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Light shade pigment using white cement |
| 11 | Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ color using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 13 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns. |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form work for : Wall (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 17 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 18 | Painting road surface/kerb markings with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of all dirt, scales, oil, grease and other foreign material etc. and lining out complete.New work (Two or more coats) |
| 19 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. completea) 450 mm dia RCC pipes. |
| 20 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. completea) 600 mm dia RCC pipes. |
| 21 | Providing & fixing 100 mm nominal dia PVC pipe of class 3 conforming IS-4985 in brick masonry wall (weep hole) as per technical specifications and drawings complete and the direction of Engineer in charge. |
| 22 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 1 Km lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 23 | Supply and stacking of red earth at site suitable for horticulture works including loading, unloading carriage etc., complete as per the direction of Officer in charge (earth measured in stacks shall be reduced by 20% for payment). |
| 24 | Supply and stacking of well decayed cow dung manure at site suitable for horticulture works including loading, unloading carriage etc., complete as per the direction of Officer in charge (manure measured in stacks shall be reduced by 8% for payment). |
| 25 | Providing and planting of plants of height 30 - 45 cm in Poly bag of size 8\\"x10\\" as per direction of the Engineer In-Charge. Plant: Nikodia |
| 26 | Providing and planting of plants of height 30 - 45 cm in Poly bag of size 8\\"x10\\" as per direction of the Engineer In-Charge. Plant: Bougainvillea plant |
| 27 | Providing and planting of plants of height 120 - 135 cm in Poly bag of size 21\\"x21\\" as per direction of the Engineer In-Charge. Plant: Terminalia catappa (Indian Almond) |
| 28 | Providing and planting of plants of height 120 - 135 cm in Poly bag of size 21\\"x21\\" as per direction of the Engineer In-Charge. Plant: Terminalia Mantaly (Umbrella Tree) |
| 29 | Providing and planting of plants of height 120 - 135 cm in Poly bag of size 21\\"x21\\" as per direction of the Engineer In-Charge. Plant: Kadamba |
| 30 | Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge. |
| 31 | Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, herbs, edge, flower beds, foliages, creepers etc. including hoeing, weeding, pruning, replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers (whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide will be provided by the Department & lawn mover and brush cutter with fuel and other T & P material/articles shall be provided by the contractor.) and as per direction of officer in charge. |
| 32 | ELECTRICAL WORKSupply of 4Cx16 Sq.mm size XLPE insulated and PVC sheathed Aluminium conductor armoured power cable of 1.1 KV grade confirming to relevant IS 7098 (Part-1) with upto date amendments. |
| 33 | Supply of LED Outdoor Street light of capacity 70W (suitable for pole dia Ø 54 mm (max.)), made up of pressure die cast aluminium housing with luminaire efficacy of 110lm/W, CCT 5700K, high efficiency LED as lighting source and lens with Toughned Glass/Polycarbonate cover having separate driver compartment with IP66 protection and impact resistance of IK07, suitable for single phase AC supply, Voltage range 140 to 270 volts, 50 Hz, and as per Technical specification complete as required. |
| 34 | Supply of 9 mtr high hot dip galvanised octagonal poles with 130mm bottom A/F & 70mm top A/F made up of 3mm thick, HT steel sheet along with base plate of size 220x220x12mm thick including 4 nos of M20X600MM long \\"J\\"TYPE EN 8 grade foundation bolts along with template & 1.5 Mtr Standard single arm bracket (Suitable for above pole) etc.,and the column shall also be provided with flush door at the bottom with proper strengthening to the cutout of the door opening, to form a junction box/looping box for light fitting as per Technical specification complete as required. |
| 35 | Erection of metallic pole of 9 mtr length including construction of suitable RCC foundation (as per OEM standards) and including excavation and refilling etc. complete as required. |
| 36 | Supply and fixing of 1 No., 1.2 mtrs. length of HDPE pipe of size 125mm dia, PE 63, 4kgf in the pole foundation for protection of under ground cable i/c providing suitable size long bend etc complete as requried. |
| 37 | Installation, Testing and Commissioning of pre-wired LED street light fitting on the existing street light fitting bracket (pole height upto 9 Mtrs above ground level) with all acessories like nuts & bolts, washers for mounting of streetlight fixture including supply and making interconnections with suitable length of 3Cx2.5 sq.mm PVC insulated FR copper conductor multicore cable (from street light pole JB cutout to light fixture) and supply & fixing of 6Amp (10KA) C curve DPMCB and 30A, 6 way Connector etc. in pole cutout including accessories and complete as required. |
| 38 | Supplying and laying of following size dia HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. confirming to IS 4984:2016 complete with fitting and cutting, jointing etc. direct in ground(75 cm deep below ground level) including excavation and re-filling the trench but excluding sand cushioning and protective covering etc. complete as required.40mm dia,PE-63,4Kgf |
| 39 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size in existing RCC/HUME/Metal/HDPE pipe as required.Upto 35 sq. mm |
| 40 | Providing and fixing 6 SWG dia GI wire on surface or in recess for loop earthing along with the existing surface / recessed conduit / submain wiring / cable as required. |
| 41 | Providing, laying and fixing following dia G.I. pipe (medium class) for Nallah crossing i/c Cement concrete complete with G.I. fittings etc. as required125 mm dia |
| 42 | Supplying and making end termination with single brass compression gland and Aluminium lugs for following size of PVC insulated and PVC Sheathed/XLPE Aluminium conductor cable of 1.1 KV grade as required.4Cx16 Sq.mmm(28mm) |
| 43 | Supplying and making end termination with Aluminium lugs in 6Way connector for following size of PVC insulated and PVC sheathed XLPE aluminium conductor cable of 1.1 kV grade as required.4 X 16 sq. mm (28mm) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 30, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 21, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 21 daysNov 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 21 daysTender Documents
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