Military Engineer Services-MES has published Resufacing Of Runway And Aircraft Operataing Area At Af Station Halwara . Submission Date for this Tender is 23-09-2022. Powered Fixed Wing Aircraft Tenders in halwara Punjab. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 15-Sep-2022 | AMENDMENT | Date | 23-09-2022 |
| Sl. No. | Item Description |
| 1 | Surface dressing not exceeding 30cm deep and averaging 15 cm deep in any type of soilcomplete all as specified and directed. |
| 2 | Surface excavation in soft /loose soil not exceeding 30 cm deep and averaging 15 cm deep and getting out complete all as specified and as directed. |
| 3 | Rough excavation of soft soil(out side from defence lands) and not exceeding 1.5 m deep and getting outas specified and directed by Engr-In-Charge |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), in all kind of soil, including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m, complete all as specified and as directed. |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (not exceeding 1.5m deep in depth) in all kind of soil including getting out and disposal of excavated soil as directed, lead upto 50 m,and lift upto 1.5m, complete all as specified and as directed. |
| 6 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 1.5mbut not exc 3.00m deep in depth) in all kind of soil including getting out and disposal of excavated soil as directed, lead upto 50 m,and lift upto 1.5m, complete all as specified and as directed. |
| 7 | M&L for hard core of broken brick of gaugeexc 63mm butnot exc 100 mm and depositing, spreading and leveling in layers not exceeding 15cm thickness, watering and well ramming complete all as specified and as directed by Engineer-in-Charge. |
| 8 | M& L forforming embankment for soils including raising (or lowering) earth , spreading in layers n. exc. 30cm thick watering, ramming/rolling up to 95% proctor density and finishing to required size shape etc n. exc 1.5mtr high from base complete all as specified and as directed. |
| 9 | Returning, filling in soft/loose soil including spreading, levelling, watering and well ramming in layers not exc 25cm complete all as specified. |
| 10 | Removing excavated material out side the Defence premises on descreation of contractor"s own arrangement complete all as specified. |
| 11 | Removing demolished material out side the Defence premises on descreation of contractor"s own arrangement complete all as specified. |
| 12 | Removal of surplus soil to a distance exc 1.50km but n. exc 5km and depositingas directed by Engr-in-Charge. |
| 13 | Dismantling sructural steel work of any description in doors, gates, trusses etc complete all as complete all as specified and as directed. |
| 14 | Dismantling of plain or corrugated steel sheets of any gauge/thickness in roof coverings, cladding etc complete all as specified and as directed by Engineer-in-charge. |
| 15 | Demolition ofbrick work or stone/boulder masonry built in cement mortar of any specification and in any position complete all as specified and as directed. |
| 16 | Demolition of interlocking paver blocks of any descption, in any position and of any thicknesscomplete all as specified and as directed. |
| 17 | Demolition of Flexible Pavement of any description and in any position not otherwise specifically provided for complete all as specified and as directed. |
| 18 | Demolition of un-reinforced cement concrete in any position not otherwise specifically provided for complete all as specified. |
| 19 | Demolition of un-reinforced cement concrete in ground floor and paving not exceeding 15 cm thick (below or above ground level) complete all as specified. |
| 20 | Seprating, scraping and cleanign of re-inforcement (Demolition of concrete measured separately) complete all as specified. |
| 21 | Milling/ChiselingofFlexible Pavement of any description and in any position not otherwise specifically provided for complete all as specified and as directed. |
| 22 | Milling/Chiselingof concrete(unreinforced) Pavement of any description and in any position not otherwise specifically provided for complete all as specified and as directed. |
| 23 | M & L for PCC 1:4:8type D-2 (using 40MM gradedaggregate) as in as in foundation and mass concrete complete all as specified and directed. |
| 24 | M&L for PCC 1:3:6 type C-2 (using 40MM graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed. |
| 25 | M&L for PCC 1:2:4 type B-2 (using 40MM graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed. |
| 26 | M&L 100 mm thick PCC 1:2:4 type B-2(using 40MM graded aggregate) as in flooring as in bed of drain including finishing even and smooth with using cement all as specified and directed. |
| 27 | M&L for precast factory made drain covers 350mm thick RCC-25 using 20 mmm graded aggregate with 60mm dia holes made in the cover slabs to drain run off set in cement mortor 1:6 complete all as specified and directed. |
| 28 | M&L PCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in copings, benching , weathering, slightly rounded or chamfered angles and throating complete all as specified and directed. |
| 29 | M&L PCCmix design M-25 (using 12.5 mm graded stone aggregate) as in copings, benching , weathering, slightly rounded or chamfered angles and throating complete all as specified and directed. |
| 30 | M&L for RCC mix design M-25 using 20mm graded aggregate for Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. |
| 31 | M&L for RCC mix design M-25 using 20mm graded aggregate for walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. |
| 32 | M&L RCCmix design M-25 using 20mm graded aggregate for Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 33 | M & L for 100 mm thickPCC 1:4:8type D-2 (using 40mm gradedaggregate) as in sub base of flooring complete all as specified and directed. |
| 34 | M & L for 150 mm thick PCC 1:2:4 type B-2 (using 40mm graded stone aggregate) as in flooring, complete all as specified and directed. |
| 35 | M & L for brickwork using burnt clay bricks, straight or curved on plan to exc 6 m mean radius built 1 :4 cement mortar all as specified and directed by Engr-in-Charge |
| 36 | M&L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter work in rough finished flat surfaces of concrete complete all as specified and as directed. |
| 37 | M & L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; exceeding 200mm thick (Horizontal or sloping), work in rough finished flat surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge |
| 38 | M&L for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter work in rough finished flat surfaces of concrete complete all as specified and as directed |
| 39 | M&L for TMT steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 40 | M&L for rendering 10 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces andfinished even and smooth without using extra cement complete all as specified and as directed . |
| 41 | M&L for rendering 10 mm thick in cement mortar 1:3 on fair faces of brick work or concrete surfaces and finished even and smooth without using extra cement, complete all as specified and as directed . |
| 42 | M & L for rendering 15 mm thick on brick concrete surfaces in cement mortar (1:4) finished even and smooth without using extra cement, complete all as specified and directed. |
| 43 | M & L for rendering 15 mm thick, 1 :6 on fair facesof brick work complete all as specified and directed. |
| 44 | M&L for preparation Old Bitumen surface by brushing with wire brushesfor removing caked mud etc, sweeping with brooms andfanning the cleaned surfaces with gunny bags and finally cleaning the surface withair compressor to remove all loose dirt etc all as specified and directed. |
| 45 | M & L for Applying evenly a priming tack coat with VG-10 bitumen @ 5kg/10 Sqm complete all as specified and directed. |
| 46 | M & L for Applying evenly a priming tack coat withVG-10 bitumen @ 3 Kg per 10 Sqm complete all as specified and directed. |
| 47 | M & L for 75 mmconsolidated thickness Bituminous pre mixed macadam using 4% binder content of VG-30 by weight of total mix laid /rolled and compacted to requires gradient and camber with mechanical self-propelled censored paver all as specified and as directed |
| 48 | M & L for paving bituminous premixed design mix semi dense asphaltic concrete 40mm consolidated thickness with 5.5% binder content of VG-30 by weight of total mix, rolled and compacted with 8-10 ton power road roller to required camber and gradient complete all as specified and directed. |
| 49 | Rollingand consolidating formation surface in cutting to required shape,level and gradient including vibrating by power roller exc. 8 tonne andn. exc 12 tonne roller and well rammed with power rammers to achieve 98% Procter density complete all as specified and directed. |
| 50 | M & L for 150 mm granulated sub base of grading V of table 400.1 of MORTH compacted over sub grade as per MORTH specification, surface formed, rolled and consolidated to required gradient and camber using earth compactor of min 8 tonne to 15 tonne or compaction methodology recommended by soil agency at OMC to achieve 98%density of MDD determined using moeified proctor density determination method as per IS code complete all as specified and directed |
| 51 | M&L for 250 mm granulated sub base of grading V of table 400.1 of MORTH compacted over sub grade as per MORTH specification, surface formed, rolled and consolidated to required gradient and camber using earth compactor of min 8 tonne to 15 tonne or compaction methodology recommended by soil agency at OMC to achieve 98%density of MDD determined using moeified proctor density determination method as per IS code complete all as specified and directed. |
| 52 | M&L for 150 mm (compacted thickness) Wet Mix Macadam (WMM) in two layer of 75 mm each with coarse aggregates of specified grade as per table 400.13 of MORTH, spread, rolled and consolidated to required gradient and camber completemechanical paver/grader and tendem vibratory roller/earth compactor of capacity exceeding 8 tonne and not exceeding 15 tonne at OMC to achieve the min98%density of MDD determined using modified compactordensity determination method as per IS code on prepared subgrade complete all as specified and directed. |
| 53 | M&L for 150mm thick DLC mix design using minimum cement 180 kg/cum and 7 days compresive strength 10 kg/sqcm using crushed stone graded aggregates as in mass concrete including necessary steel form work incl spreading, rolling and consolidating to required gradient and camber aggregate gradation shall be as per table 600.1 of MORTH all as specified. |
| 54 | Supply & Laying layer of400 Micron HDPE Sheet, complete all as specified and directed. |
| 55 | Supply and laying 10mm compacted thickness sand layer confirming to SSR-I clause 20.B.2.5.3 below HDPE sheet including spreading levelling, well ramming and watering as required complete all as specified and directed by Engr-in-Charge |
| 56 | M&L for pavement quality conrete (PQC) mix design150 MM thick of flexural strength 45 Kg/Sqcm using of minimum 400 kg/cum cement & admixture as per design mix including mixing of non circular polyster syntheticfiberas per desgin mix including necessary form work, complete all as specified and directed. |
| 57 | M&L for pavement quality conrete (PQC) 400 MM thick of flexural strength 45 Kg/Sqcm of minimum 400 kg/cum cement & admixtureas per design mix including mixing of non circular polyster syntheticfiberas per desgin mix including necessary form work, synesthetic fibre shall be addes as a secondray reinforcement and shall be measure and paid separtely complete all as specified and directed. |
| 58 | M&L for forming 25 mm wide expansion joint to full depth (150 mm) of concrete slab filled with compressible filler board HD-100 and sealed with polyurethane joint sealant compound using masking tape on edges using mechanical means to a depth of 15mm (depth minimum above the back up rod) with minimum performance guarantee of 10 years and minimum Movement Accommodation Factor (MAF) + or - 30% conforming to the requirement of BS:5212, BS-4252 and EN-141875-2003 for Hydrolysis/water resistance test including two coats of primer and providing 30mm dia (approved quality closed cell polythene back up rod separatated by bond breaker tape) over polymer board in position as required all as per Manufacturer"s instructions complete all as specified and as directed. |
| 59 | Material and labour for forming 25 mm wide expansion joint to full depth (400mm) of concrete slab filled with compressible filler board HD-100 and sealed with polyurethane joint sealant compound using masking tape on edges using mechanical means to a depth of 15mm (depth minimum above the back up rod) back up road shall confirming to ASTM C 1016-1994A, ASTM D 3575-1993 and ASTM 5249-1992 with minimum performance guarantee of 10 years and minimum Movement Accommodation Factor (MAF) + or - 30% conforming to the requirement of BS:5212, BS-4252 and EN-141875-2003 for Hydrolysis/water resistance test including two coats of primer and providing 30mm dia (approved quality closed cell polythene back up rod separatated by bond breaker tape) over polymer board in position as required all as per Manufacturer"s instructions. Joint sealent shall confirm to IRC SP-57 - 2010, complete all as specified and directed. |
| 60 | Supply only non circular polyster synthetic fibre as secondary reinforcement complete all as specified and directed. |
| 61 | M&L forForming construction joint 10mm wide and 25 mm deep with diamond cutter and provision of closed cell polyurethane back up rod 10 mm dia and sealed with 12 mm (minimum depth of above back up rod) back up road shall confirming to ASTM C 1016-1994A, ASTM D 3575-1993 and ASTM 5249-1992 including pitch free polyurethane sealant conforming to BS- 5212 (Type FB) priming the site as recommended by manufactures instruction and applying masking tape on edge of joint to prevent accidental spillage of sealant on top of the surface and to give a neat finish to the sealant andremoving the masking tape after the sealant is applied and Joint sealent shall confirm to IRC SP-57 - 2010, the sealant should have MAF (+) (-) 30 and manufactures warranty of 10 years as used in international Airport in India complete all as specifed. |
| 62 | M&L for forming 1/3rd depth of PQC x 8 mm wide contraction (dummy) joint (using diamond cutter) (depth minimum above the back up rod 10 mm dai) with minimum performance guarantee of 10 years and minimum Movement Accommodation Factor (MKAF) + or - 30% conforming to the requirement of BS:5212, BS-4252 and EN-141875-2003 for Hydrolysis/wa10mm dia approved quality closed cell polythene back up rod over joint filler board in position, applying masking tape on edge of joint to prevent accidental slippage of sealant on top surfaces and to give a neat finish to the sealant and removing the masking tape after sealant is applied as required complete all as shown on drawings complete all as specified and as directed. |
| 63 | M&L for providing expansion joint between Rigid and flexible surface upto full depth of resurfacing and filling with top 10mm with polyurethane (Black colour, Mastic Asphalt sealant) duly supoorted with back up rod all as specified. complete all as specified and as directed. |
| 64 | Provided & Laying 80 mm thick factory made chamferededge cement concrete paver blocks of M-40grade confirming to IS : 15658(2006) with approved colourdesign& patternas in footpath, parks , lawn, drive way or light traffic parking etc of reqd strength, thickness & size / shape made by table vibratory method using PU mould laid in reqd colour & pattern over and including 50 mm thick compacted bed of fine sand , compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratorycompaction by using plate vibrator, fillingthe joints with sand and cutting of paver blocks as per required sizeand pattern , finishing and sweeping extrasand all as per specified and directed. |
| 65 | S & F framed brackets of angles or tees with web and flanges cut to shape , drilled and countersunk for screw , including bending and welding angles , as necessary gusset plates , reveting , etc n . Exc. 10 Kg each brackets , conforming to FE 290 Gde E- 165 (Bracket over 10 Kg each to be measured under " Structural Steel") complete all as specified and directed. |
| 66 | S & F PVC (SWR) pipes double socketed, in any length with rubber ring joints, laid in trenches or in floors, bore of pipe in 110 mm, etc complete all as specifed and directed. |
| 67 | Cleaning of lined/pucca drain of any description or any shape etc exceeding 0.50 sqm in cross section area by excavating mud in any situation including cutting and cleanign all shurbs , grass vegetation, plants etc from in side portion fo drain as well as on both side of drain (at ground level) to a distance of 1.5m on both side and removing the same to a distance upto 500m and disposting where directed at a level n exc. 1.5m above the starting point complete all as specified and as directed. |
| 68 | M&L for cutting existing crack in bitumen surface exceeding 4mm wide at top and 50 to 75 mm deep in V shape groove with a cutter /rounter machine cleaning with compressed air using compressor , brushing hard and filling crack with rubbersed bitumen as per manufacture instruction complete all as specified and directed. |
| 69 | M&L for correction layer with dense asphaltic concreteGde-I with PMB 76 E-10( Mix design for marshall stability 1200 Kg )as per table 50.17 of MORTH specification in single layer minimum 5.4 % binder content by the wt of total mix (EXCEPT BINDER) using hot mix plant , spread , rolled & consolidated to required gradient & camber using mechanical sensor paver and tendem vibratory roller of capacity exc 8 tonne and not exc 15 ton capacity complete all as specified and directed. Cement will be used as filler at a minimum 2 % by wt of total mix. ( Note: PMB Will be paid separately in subsequent item) |
| 70 | M&L for 75 mm premixed DBMGde-II Corretion layer (Compacted thickness) with grade 2as per MORTH specification in single layer using minimum 4.5% binder content by wt of total mix (Mix Design) , with paving bitumen of grade VG-30using hot mix plant spread , rolled and consolidattion to required gradient and camber using mechanical sensor paver and tandom vibratory roller of capacity execeeding 8 ton & n exc 15 ton capacity with marshal stability not less than 900 kg complete all as specified and directed. |
| 71 | M&L for 50 mm premixed consolidated thicknessdense asphaltic concreteGde-I with PMB 76 E-10( Mix design for marshall stability 1200 Kg ) as per MORTH specification in single layer minimum 5.4 % binder content by the wt of total mix (EXCEPT BINDER)using hot mix plant , spread , rolled & consolidated to required gradient & camber using mechanical sensor paver and tendem vibratory roller of capacity exc 8 tonne and not exc 15 ton capacity complete all as specified and directed. Cement will be used as filler at a minimum 2 % by wt of total mix. ( Note: PMB Will be paid separately in subsequent item) Note: Each layer of 50mm shall be measured and paid separately. |
| 72 | M&L for 50 mm premixed consolidated thicknessdense asphaltic concreteGde-I with PMB 76 E-10(Mix design for marshall stability 1400 Kg ) as per MORTH specification in single layer minimum 5.4 % binder content by the wt of total mix (EXCEPT BINDER) using hot mix plant , spread , rolled & consolidated to required gradient & camber using mechanical sensor paver and tendem vibratory roller of capacity exc 8 tonne and not exc 15 ton capacity complete all as specified and directed as per para 2.9 of TI-09-2009. Cement will be used as filler at a minimum 2 % by wt of total mix ( Note: PMB Will be paid separately in subsequent item). |
| 73 | M&L for 40 mm premixed consolidated thicknessdense asphaltic concreteGde-II with PMB 76 E-10( Mix design for marshall stability 1400 Kg ) as per MORTH specification in single layer minimum 5.6 % binder content by the wt of total mix (EXCEPT BINDER) using hot mix plant , spread , rolled & consolidated to required gradient & camber using mechanical sensor paver and tendem vibratory roller of capacity exc 8 tonne and not exc 15 ton capacity complete all as specified and directed. Cement will be used as filler at a minimum 2 % by wt of total mix ( Note: PMB Will be paid separately in subsequent item) , . |
| 74 | Supply only PMB 76 E-10 complete all as specified and directed. |
| 75 | M & L for painting to lines, dashes (continous/uninterrupted) arrows on road, pavementexceeding 10cm width two coats of paint over coat of primer including preparation of surfaces with approved water based paint using mechanical sprayer complete all as specified and directed. |
| 76 | M & L for two coats of ready mixed water based paint over a coat of primer road marking paint on bituminus layer with and encluding as in lines , dashes, arros , letters etc all as specified and directed |
| 77 | Supply, installation, testing and fabrication of illuminated prismatic information sign board, made out of 2mm thick aluminium frame with suitable support with 4mm thick poly carbonate sheet . The letters and symbols should be with glove free face, printed letters, symbols, with required colouring including suitable solid state circuit and mechanism to make it suitable for operation with existing Taxiway light. Suitable arrangement to be made for water tightness and locking arrangement. Sign board shall be uniformly internally illuminated with required no of LED light fitting to achieve required illumination level, operated on input source of 2.8 amps to 6.6 amps constant current regulator without any flickering incl supply of secondary leads its supporting legs, breakable coupling and base frame incl connection etc as required and meeting relevant ICAO standards complete as required and includingInstallation, testing and commissioning of Guidance Sign Board and making foundation for Sign Board etc complete all as specified and as directed. |
| 78 | M & L for removing of existing SGA sand and providing new special sand suitable for SGAs which will retain in 1.18 mm sieve & will pass through 4.75 mm sieve & ploughing as per descreation ofEngr-in-Charge. |
| 79 | Dismantling of existing Runway lights carefull dismantling oftaking out existing Runway light fitting with base of following type including DGPS survey marking (X,Y,Z coordinates) in presence of rep of user and submission of completion drawing for approval of user, core cutting, disconnecting all electric wiring carefully andincludes transportrunway site upto store for safe handing over to the Air Force Auth,all as specified and directed for the following :- Note :- (1) In case of any damage during removal/dismantaling of AFLS the contractor will be required to repair/replace the same item without any additional cost. (2) After dismantalling/removal of the AFLs the same shall be deposited to AF authroity in the presence of rep of GE. (3) Before removal of AFLS, the rep of Air ForceAuthority will check the actual position of AFLS with the help of DGPS survey conducted by the contractor & cost of the same is deemed to be included in quoted rate. |
| 80 | Approach light cat II Inset |
| 81 | Simple approach cat II Inset |
| 82 | Supplimentry light Inset |
| 83 | Touch down zone light Inset |
| 84 | Runway edge light Inset ( C/Y, Y/C, C/C & R/B) |
| 85 | Threshold light Inset (End lights, G/B, G/R) |
| 86 | Runway center line Inset (W/W, W/R, R/B) |
| 87 | Approach light cat II Elevated |
| 88 | Simple approach cat II Elevated |
| 89 | Papi lights Elevated |
| 90 | Runway edge light Elevated( C/Y, Y/C, C/C & R/B) |
| 91 | Threshold light Elevated |
| 92 | Taxi way edge light blue Elevated |
| 93 | Re Installation of existing Runway light fitting with base of following type, at location that is at new raisedsurface of runway also includes transport tothe runway at site from store,DGPS/GPS survey marking (X,Y,Z coordinates) in presence of rep of user and submission of completion drawing for approval of user, including compaction and ramming the surface and making good the existing surface with adequate materials to match the existing surface coring by core cutting eqpt on rigid/flexible pavement upto cutting circular hole of dia350 mm and depth of 150 mm or as required of fixing existing fitting in PQC rigid/flexible pavement of runway as per requirement for fixing of light fitting and precise alignment all as specified and directed for the following :- Note :- (1) In case of any damage during removal/dismantaling of AFLS the contractor will be required to repair/replace the same item without any additional cost. (2)Before re installation of the AFLS, the same shall be collected from AF authority in the presence of rep of GE. (3) After Re installation of AFLS, BOO will check the actual position of AFLS with the help of DGPS/GPS survey conducted by the contractor & cost of the same is deemed to be included in quoted rate. (4) Inner core cutting rates shall be deemed to be included in the coated rate of the item. |
| 94 | Approach light cat II Inset |
| 95 | Simple approach cat II Inset |
| 96 | Supplimentry light Inset |
| 97 | Touch down zone light Inset |
| 98 | Runway edgw light Inset ( C/Y, Y/C, C/C & R/B) |
| 99 | Threshold light Inset (End lights, G/B, G/R) |
| 100 | Runway center line Inset (W/W, W/R, R/B) |
| 101 | Approach light cat II Elevated |
| 102 | Simple approach cat II Elevated |
| 103 | Papi lights Elevated |
| 104 | Runway edge light Elevated( C/Y, Y/C, C/C & R/B) |
| 105 | Threshold light Elevated |
| 106 | Taxi way edge light blue Elevated |
| 107 | Supply and Installation of 12"" shallow base O ring gasket Make- AMA, YPR,TATA |
| 108 | Supply and Installation of 8"" shallow base O ring gasket Make- AMA, YPR,TATA |
| 109 | Dismantling of Isolation transformer from existing position including disconnection earth wire which includes transportfrom the runway site upto store for safe hand over to the Air Force Auth in the presence of rep of GE, complete all as specified and directed. |
| 110 | Isolationtransformer 45W 6.6A/6.6A |
| 111 | Isolationtransformer 100W 6.6A/6.6A |
| 112 | Isolationtransformer 200W 6.6A/6.6A |
| 113 | Isolationtransformer 300W 6.6A/6.6A |
| 114 | Note Item No: 109 to 113 (1) In case of any damage during removal/dismantaling of isolation transformer,the contractor will be required to repair/replace the same item without any additional cost. (2) After dismantalling/removal of the isolation transformer, the same shall be deposited to AF authroity in the presence rep of GE. |
| 115 | Installation of Isolationtransformer at existing position including connection of earth wire which includes transportto the runway site from store, complete all as specified and directed. |
| 116 | Isolationtransformer 45W 6.6A/6.6A |
| 117 | Isolationtransformer 100W 6.6A/6.6A |
| 118 | Isolationtransformer 200W 6.6A/6.6A |
| 119 | Isolationtransformer 300W 6.6A/6.6A |
| 120 | Note Item No: 115 to 119 (i) In case of any damage during installation of isolation transformer,the contractor will be required to repair/replace the same item without any additional cost. (ii) Beforeinstallation isolation transformer shall be collected from AF authority in the presence rep of GE. (iii) Dummy plates, O ring, gaskets and necessary M10 bolts rates are included. |
| 121 | SAND BLASTING AND PHOTOMATRIC TEST AND DBM CUTTING Material and labour for Shallow Base including Sand Blasting (for old fittings) as required all as specified and directed. |
| 122 | DISMANTLING OF PRIMARY, SECONDARY CABLE AND CONDUIT Disconnecting and taking out runway Primary secondary AFLS cable of any size, complete all as specified and directed. |
| 123 | Disconnecting and taking out conduit of any grade/any type/any size from runway, allas specified and directed. |
| 124 | Note for item No 122 to 123:- 1. Existing cables and conduit shall be the AF property and to be deposited in the store yard of AF Authority in the presence of rep of GE. 2. Exavation and earth work,will be measured and paid separately. |
| 125 | Labour, laying and testingof AFLS PrimaryXLPE cable of 1 core X6 Sqmm, single conductor XLPE Insulated non shielded5 Kv rated voltage all as specified and as directed. |
| 126 | Labour, Jointing and testing Primary Connector kit (plug type and receptacles type) for primary cablecomplete all as specified and as directed. |
| 127 | Labour, laying and testingof AFLS Secondary XLPE cable 1core X4 Sqmm, 1 Kv flexible bare copper cross linked polyethylene outer dia 4.5mmto be laying through suitable size dia conduit and cables to be laid in soil (trench)/ runway all as specified and as directed. |
| 128 | Labour, Jointing and testing Secondary Connector kit (plug type) for Secondarycable all as specified and as directed |
| 129 | Labour, Jointing and testing Secondary Connector kit (receptacles type) for Secondarycableall as specified and as directed, |
| 130 | Note for item No 125 &129:- (1) HDPE/GI conduit and horizondal boring holes, excavation and earth work, etc will be measured and paid separately. (2) Paimary and secondaryconnector kits, the same shall be collected from AF authority in the presence of rep of GE. (3) Rate for transpotation from store to site is to deemed in quoted rate. |
| 131 | M&L for 32mm dia HDPE pipe pressure rating PE-100, PN 16 for supply, laying & cutting the existing concrete pavement/flexible area by cutting square grooves to insert HDPE pipe medieum grade32mm bore by diamond cutters and chiselling, removing loose concrete, cleaning and compressed air and including disposal of rubbish to a distance to a distance 250m but not exceeding 500m for laying HDPE pipe 32mm bore completed all as specified and directed. Note: (a)32mm HDPE pipe elbow, coupler and end cap rate are included |
| 132 | M&L for 100mm dia HDPE pipe pressure rating PE-100, PN 16 for supply, laying & cutting the existing concrete pavement by cutting square grooves to layHDPE pipe 100 mm bore by diamond cutters and chiselling, removing loose concrete, cleaning and compressed air priming epoxy resin primer at the rate of 0.34 kg/sqm applied by sprayer or brush and making good with existing material including disposal of rubbish to a distance exceeding 250m but not exceeding 500m for layingHDPE pipe 100mm bore complete all as specified and directed. Note : (a) 100mm HDPE pipe elbow cap, coupler and end cap rate are included. |
| 133 | Supplying and laying 50mm dia HDPE PIPE of pressure rating the measurement of pipes shall be net as fixed between the fittingspriming epoxy resin primer at the rate of 0.34 kg/sqm applied by sprayer or brush and making good with 50mm bore complete all as specified and directed. Note :-1. 50 mm HDPE pipe elbow cap, coupler and end cap rate are included. |
| 134 | Boring of holes under road, pavement, hard standing, Airfiels runway, PTT etc by trenchless technology using ultra sound technique and necessary machine including HDPE Pipe of 150 mm dia PE 10 upto 2mtr deep in bored hole all as specified and directed. |
| 135 | HorizontalBoring holes1 to 2m deep in soil for under road/pavement/runway/taxi surfaces by trenchless technology using ultra sound technic and necessary machineand getting out and disposal of spoil to a distance of n exc. 50 m all dia of piles 60 mm all as specified and directed. |
| 136 | Refixing 50 mm dia HDPE Pipe in existing bored holes the measurement of pipes shall be net as fixed between the fittings all as specified and directed. Note: Before refixing of HDPE pipe, the same shall be collected from AF authority. |
| 137 | Taking downExisting DTGMand connected assembly complete set at both sideof Main Runway and diposited to store with AF authority in the presence of rep of GE, complete all as specified and directed. |
| 138 | Re-Fixing ofExisting DTGM board , taking down in item No. 137 and same shall be collected from AF Authority in the presence of rep of GE, complete all as specified and as directed. |
| 139 | M&L for Earth continuity conductor or main earthing lead fixed to eall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc as requred to be 4mm dia galvanised iron or steel wire complete all as specified and directed. |
| 140 | M&L for earthing complete with galvanised stgeel pipe electrode, 40mmbore, medium grade, 2.5mtr length, buried directly and preferably vertically in ground with top edge not less than 1.25 metres below ground level connected with earthing lead of 4mm dia galvanised iron wire all as shown in plate No. 2 to the earthing test point including charcoal, salt as per adequate proportion all as specified and indicated including testing on completion as directed. |
| 141 | Note No. 1: Repair and maintenance of existing pipe earthign with GI wire connection of AFLS light body with the help of ss nuts and bolts complete all as specified.The cost shall be deemed to be included in their tendered cost. Note No. 2 : Until or unless mentioned in the tender documents, the fwg works shall be done by the contractor and therefore their cost shall be deemed to be included in their tendered cost. (a) During dismentling of existing conduits on ruwnay, MTT, PTT and MS boxes are also needed to be dismantled and to be fixed according to new surface level.(b)height of existing MS box can be maintained according to new level of runway or surrounding surface by using collar/extension box. (c) If requried, necessary dummy plates, gaskets and M10 bolts are to be provided. Notes No 3 :AFLS lighting work should be done by any one firm as below:- (a) TATA Advanced System Ltd-Bombay,(b) M/s AMA Pvt Ltd, (c) M/s Honeywell Automation Ltd,(d) M/s Three D Integrated Solutions Ltd,(e) M/s YPR Engineering Solutions Pvt Ltd. & (f) Vardhaman Airport Soulution Pvt Ltd |
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