RESURFACING OF RUNWAY AND ALLIED WORKS UNDER GE (P) (AF) NO 1, CHABUA

Amount

Demolition of BRICK WORK built in cement mortar of any description, complete all as specified and directed.

Dismantling of plain or corrugated steel sheeting, any gauge, thickness including Nainital or similar pattern roof coverings, complete all as specified and directed.

Dismantling of timber scantling 40 Sqcm and over in any position, complete all as specified and directed.

Dismantling of fillets, rails, posts, rafters, purlins under 40 Sqcm in framed work, complete all as specified and directed.

Dismantling of wall and ceiling boards (fibre, pulp, insulation etc.) or insulation boards/slabs/blankets, any thickness, including cover fillets, complete all as specified and directed.

Dismantling of structural steel work including steel door, gate etc. but excluding framed truss etc., complete all as specified and directed.

Dismantling of posts or struts (wood, steel or RCC), any section, including taking out embedded portion and making good disturbed ground, complete all as specified and directed.

Dismantling of fencing wire mesh, any type, complete all as specified and directed.

Taking down chowkats or frame with shutter exceeding 1.50Sqm and not exceeding 4.00Sqm each (without taking off shutters from the frame), complete all as specified and directed.

Taking down chowkats or frame with shutter not exceeding 1.50Sqm each (without taking off shutters from the frame), complete all as specified and directed.

Demolition of Plain Cement Concrete (PCC) in ground floors and pavings not exceeding 15cm thickness(below or above ground level), complete all as specified and directed.

Demolition Plain Cement Concrete (PCC) including PQC of any description and in any other position not otherwise specifically provided for using pneumatic tools, compete all as directed.

Demolition of Reinforced Cement Concrete (RCC) of any description and in any position, complete all as specified and directed.

Taking down copper / aluminium point wiring (light, fan, socket or power) complete, including fixture and fittings such as switches, ceiling roses, light fitting, regulators, sockets etc. and making good disturbed surfaces of walls / floors, etc., complete all as specified and directed.

Taking down old unserviceable DBs of any type and capacity, complete all as specified and directed.

Dismantling of steel pole / struts and size, complete all as specified and directed.

Dismantling / taking down serviceable lightening arrestor for reuse if any description, complete all as specified and directed.

Dismantling cross arms of MS Channel or angle sections etc. complete and setting aside for reuse within 50 m, complete all as specified and directed.

Dismantling of ACSR or AAC conductor, complete all as specified and directed.

Dismantling insulators any type, any size, complete all as specified and directed.

Dismantling of GOD with drop out fuse assembly for reuse at new location, complete all as specified and directed.

Dismantling / taking down carefully of HT cable of 50/95 Sqmm alongwith cable joint (Approx 15 RM each), complete all as specified and directed. NOTES: (i) 95 Sqmm 3 Core cable to be reused in new location (ii) 50 Sqmm 3 Core cable . CCR Txr at CCR arrestor Sub Stn to be cut at the end joint for provisioning of new straight thorough joint due to shifting.

Dismantling / disconnecting / taking down of old cutting / jointed UG cable of 120 Sqmm 3.5 Core, complete all as specified and directed.

Dismantling / disconnecting / taking down of old cutting / jointed UG cable of 95 Sqmm 3.5 Core, complete all as specified and directed.

Dismantling / disconnecting / taking down of old cutting / jointed UG cable of 70 Sqmm 3.5 Core, complete all as specified and directed.

Dismantling / disconnecting / taking down of old cutting / jointed UG cable of 50 Sqmm 3.5 Core, complete all as specified and directed.

Dismantling / disconnectiong / taking down carefully LT cable of 300 Sqmm 3.5 Core running through duct from transformer to LT Panel board, complete all as specified and directed. NOTE : 300 Sqmm 3.5 Core cable to be reused in new location.

Dismantling / disconnection / taking down carefully LT cable of 240 Sqmm 3.5 Core running through duct from transformer to LT Panel board, complete all as specified and directed. NOTE : 240 Sqmm 3.5 Core cable to be reused in new location.

Disconnection of all HV /LV electrical incoming and outgoing cable connections including earthing connections, shifting and re-installation of 500 KVA/ 200 KVA, 11 / 0.433 KV step down transformer at new Location (approx 80 m away from existing) with connection of new incoming and outgoing cable connections, complete all as specified and directed.

Disconnection of all electrical incoming and outgoing cable connections including earthing connections, shifting and re-installation of LT Panel boards at new Location (approx 80 m away from existing) with connection of new incoming and outgoing cable connections, complete all as specified and directed.

Disconnection of all electrical incoming and outgoing cable connections including earthing connections, shifting and re-installation of LT APFC Panel boards at new Location (approx 80 m away from existing) with connection of new incomming and outgoing cable connections, complete all as specified and directed.

Labour only for reconnection of HT cable 95 Sqmm, 3 Core alongwith cable end joint (Approx 15 meter length) obtained from dismantling, complete all as specified and directed

Labour only for fixing lightening arrester HT 11 KV 10 KA station class, obtained from dismantling, complete all as specified and directed

Labour only for fixing old serviceable GOD with drop out fuse, obtained from dismantling, complete all as specified and directed

Cutting out cracks to V section in existing flexible pavement and 40 mm to 50 mm wide & 30mm to 40mm deep, cleaning out, removing all loose dust, dirt etc with compressed air blower , applying evenly prime coat of paving bitumen VG10 grade @ 1 Kg per RM and filling the groove with preformed rubberised bituminous filler using stone grits mixed with rubberised bituen in following proportionas stipulated in IRC:82-2015: (a) Material for rubberised bitumen (by weight) (i) Paving bitumen VG10 grade = 95% (ii) Rubber powder (passing 600 mic sieve) = 5% (b)Composition of Tiller (i) Stone grits passing through 4.75mm sieve and max 10% passing through 0.075 mm sieve 0.09 Cum (ii) Rubberised bitumen 9.80 Kg. (iii) Cement @ 2% of weight of bitumen.

M&L for making good cracks/repair in Concrete slabs (exposed rigid pavement) by cutting rectangular grooves of cross section of 10mm wide and 30mm deep and cutting spilled joint, sides perpendicullar and paralleled to edges by mechenical tools like diamond cutter,cleaning with compressed air under pressure and filling with Elastomeric concrete after application of specified primer and removal of rubbish to a distance exc 250m and not exc 500m and depositing complete all as stipulated in IRC:SP 83-2008 all as specified and directed.

M&L for making good cracks/repair in Concrete slabs (exposed rigid pavement) by cutting grooves of cross section 40mm to 50mm deep and cutting spilled joint, sides perpendicullar and paralleled to edges by mechenical tools like daimond cutter,cleaning with compressed air under pressure and filling with Elastomeric concrete after application of specified primer and removal of rubbish to a distance exc 250m and not exc 500m and depositing complete all as stipulated in IRC:SP 83-2008 all as specified and directed.

Demolition of existing Bitumen surfaces of any description and in any other position not otherwise specifically provided for, using Cold milling machine (Fine Milling)and removing of demolition material exceeding 250m but not exc 500m and depositing where directed by Engr -in-Charge, complete all as specified and directed. (To be reused for site filling)

Material & labour for cutting of cast iron pipes in position and inserting new Tees, branches etc., complete all as specified and directed. (NOTE: The cost of Tees and Branches etc. are deemed included in the rate quoted for the item)

Grubbing up tree trunk of girth exc 30 cm and not exc 100 cm including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance not exc. 50 m and clearing site, complete all as specified and directed.

Surface dressing in soft/loose soil not exc.15 cm deep, complete all as specified and directed

Excavation over areas not exceeding 1.5 m deep and getting out in soft/loose soil, complete all as specified and directed.

Excavation over areas not exceeding 1.5 m deep and getting out in hard/dense soil, complete all as specified and directed.

Excavation over areas exceeding 1.5 m deep but not exceeding 3.0m deep and getting out in hard/dense soil, complete all as specified and directed.

Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth and getting out in soft/loose soil, complete all as specified and directed.

Excavation in trenches not exceeding 1.5 m wide and exceeding 1.5 m but not exceeding 3.00m in depth and getting out in soft/loose soil, complete all as specified and directed.

Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth and getting out in hard/dense soil, complete all as specified and directed.

Returning, filling in trenches including spreading leveling, watering and well ramming in layers not exceeding 25 cm thick, soft/loose soil, complete all as specified and directed.

Returning, filling in trenches including spreading leveling, watering and well ramming in layers not exceeding 25 cm thick, HARD/DENSE soil, complete all as specified and directed.

Removing excavated soil to a distance not exceeding 50 m and depositing where directed at a level, not exceeding 1.5 metre above the starting point, complete all as specified and directed.

Removing excavated soil to a distance exceeding 50 m but not exceeding 250m and depositing where directed, complete all as specified and directed.

Removing excavated soil to a distance exceeding 250 m but not exceeding 500m, complete all as specified and directed.

Removing excavated soil to a distance exceeding 1.00 Km but not exceeding 1.50 Km and depositing, complete all as specified and directed.

Removing excavated soil to a distance exceeding 1.50 Km but not exceeding 5.00 Km and depositing, complete all as specified and directed.

Removing demolished building material to a distance exceeding 100m but not exceeding 1KM, complete all as specified and as directed.

Removing demolished material (concrete) to a distance exceeding 1.5KM but not exceeding 3.5KM and depositing including loading/unloading, complete all as specified and directed.

Removing demolished material (Bituminous Macadam) to a distance exceeding 1.5KM but not exceeding 5.00KM and depositing including loading/unloading, complete all as specified and directed.

Removing scarified and picked up gravel to a distance exceeding 1.5KM but not exceeding 5.00KM and depositing including loading/unloading, complete all as specified and directed.

Material & Labour for rolling and consolidating on existing soling surfaces with Dual Mode Tandem Vibratory Roller (8-10 ton capacity) with pad foot attachement including watering as necessary and consolidating to required level gradient or camber to achieve 98% compaction including testing of K-value, complete all as specified and directed.

Material & Labour for rolling and consolidating formation surfaces in cutting with Dual Mode Tandem Vibratory Roller (8-10 ton capacity) with pad foot attachement including watering as necessary and consolidating to required level gradient or camber to achieve 98% compaction including testing of K-value, complete all as specified and directed.

M& L for bringing approved earth as stipulated in 3.22.6 of SSR (Part-I) from outside MOD land and depositing as directed.

Material and labour for crushing of demolished concrete obtained from demolition by using stone crusher to required grading (grading 02 of Table 400-9 of MORTH) including stacking the crushed material for reuse, complete all as specified and directed.

M& L for forming embankement including raising earth, spreading in layers n exc 25 cm thick, watering ramming/ rolling with 8 to 10 tonne Power roller under optimum moisture condition to 95% modified proctor density and finished to required gradient, size and camber as required, complete all as specified and directed.

Material & Labour for Hard core of broken stone aggregate, gauge not exc 63mm, deposited, spread and levelled in layers not exc 15cm thick, watered and rammed to a true surface complete all as specified and directed.

Material and labour for Shingle filling in floors or paving, laid in layers n exc.15cm thick, spread, levelled, and binded with earth and rammeded including watrering for Soft Ground Arrestor (SGA), complete all as specified and directed.

Material and labour for sand cushioning, spread, levelled and binded with earth, rammed including watering for Soft Ground Arrestor (SGA), complete all as specified and as directed.

Material & Labour for PCC (1:2:4) type B1 (using 20mm graded stone aggregate) as in foundation filling, mass concrete and sub base etc, complete all as specified and directed.

Material & Labour for PCC (1:2:4) type B0 (using12.5mm graded stone aggregate) as in haunching in culverts, drains etc., complete all as specified and directed.

Material & Labour for PCC (1:2:4) type B0 (using 12.5mm graded stone aggregate) as in coping of poles etc., complete all as specified and directed.

Material & Labour for PCC (1:2:4) type B2 (using 40mm graded stone aggregate) as in foundation filling, mass concrete and sub base etc, complete all as specified and directed.

Material & Labour for PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in foundation filling, mass concrete and sub base etc complete, all as specified and directed.

Material & Labour for PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in foundation of pole, stays etc., including necessary formwork, complete all as specified and directed.

Material & Labour for PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in foundation filling, mass concrete and sub base etc, complete all as specified and directed.

Material & Labour for PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in surface channels and drains, complete all as specified and directed.

Material & Labour for PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in lean concrete, bed concrete in foundation of pole etc., including necessary formwork, complete all as specified and directed.

Material & Labour for RCC M-25 (Design mix) (using 20 mm graded stone aggregate) as in walls, retaining walls, ballast wall and the like, any thickness, above top on footings, including attached pillasters and butresses, complete all as specified and directed.

Material & Labour for RCC M-25 (Design mix) (using 20 mm graded stone aggregate) as in foundations including rafts, footings, foundation beams, plinth beams, bases for columns etc, complete all as specified and directed.

Material & Labour for RCC M-25 (Design mix) (using 20 mm graded stone aggregate) as in 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.

Material & Labour for RCC M 30 (Design mix) (using 20 mm graded stone aggregate) as in foundations including rafts, footings, foundation beams, plinth beams, bases for columns etc, complete all as specified and directed.

Material & Labour for RCC M 30 (Design mix) (using 20 mm graded stone aggregate) as in walls, retaining walls, ballast wall and the like, any thickness, above top on footings, including attached pillasters and butresses, complete all as specified and directed.

Material & Labour for RCC M 30 (Design mix) (using 20 mm graded stone aggregate) as in Precast cover slab/ MH cover including necessary formwork and setting in position, complete all as specified and directed.

Material & Labour for Prescast RCC M-25 (Design mix) (using 20 mm graded stone aggregate), set in cement mortar 1:4, as in cover slabs (for manholes etc.) and similar articles, complete all as specified and directed.

Material & Labour for rendering 15mm thick on brick walls with CM 1:6, finished even & fair, complete all as specified and directed.

Material & Labour for 600mm dia RCC pipe Class NP4 (ISI marked) with collars, laid and jointed, complete all as specified and directed.

M & L for form work to sides of concerte 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 for rough finished surface, curved, complete all as specified and directed.

M & L for form work to faces of walls, retaining walls, abutments, parapetrs and staircase railings and similar work including attached pillasters, butresses etc, vertical or to batter for rough finished surface, curved, complete all as specified and directed.

M & L for form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 200mm thick (horizontal or sloping) with fair finished flat surfaces, complete all as specified and directed.

S&F HYSD TMT 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 mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips, complete all as specified and directed.

S&F MS framed work such as grills, grating etc., with ends of bars shouldered and/or riveted or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walkways, railings, framework of water tanks and similar work confirming to FE-290, Grade E-165, complete all as specified and directed.

Supply and laying of 25 mm bore “medium grade”, Galvanised Iron (GI) pipe with all fittings fixed to wall, ceiling or floors, complete all as specified and as directed.

Supply and laying of 50 mm bore “medium grade”, Galvanised Iron (GI) pipe with all fittings fixed to wall, ceiling or floors, complete all as specified and as directed.

Supply and fixing of gun metal Gate Valve, with iron wheel head, screwed both ends for iron pipe and fixed suitable for 25 mm bore GI pipe, complete all as specified and directed .

M & L for construction of brick masonary valve pit of size 60 cm x 60 cm x 60 cm (internal dimensions) with one brick thick wall in cement mortar (1 : 4) on 100 mm thick PCC (1:4:8) D2 (using 40 mm graded broken stone aggregate) as in foundation lean concrete, including PCC (1:3:6) type C1 (using 20 mm graded crushed stone aggregate) as in beding and coping and 10 mm thick cement plaster in CM (1:4) internally and externally upto 15 cm below ground level, 40 mm X 40 mm X 6 mm angle iron frame all round the fixed by means of 04 Nos holdfast 150 mm long made out of flat iron 40 mm X 6 mm embedded in PCC block (1:2:4) type B1 (using 20 mm graded crushed stone aggregate) of size 250 mm X 200 mm X 150 mm including provision of hinges welded with Mild Steel cover 3 mm thick, MS handle of suitable and size welded with MS cover and suitable locking arrangement including 65 mm dia Godrej pad lock and 3 Nos. key and applying two coats synthetic enamel paint over a coat of red oxide primer on steel surface including necessary excavation and earth work in soft/loose soil complete all as specified and directed.

Supply, installation, testing and commissioning of centrifugal type monoblock Pumping set, 7.5 HP with discharge of 2000LPM, pressure gauge on delivery line with gunmetal isolation cock suitable vibration elimination pads of approved design., S.S shaft fitted with mechanical seal directly coupled with totally enclosed fan cooled induction motor. Including suitable motor starter and PCC foundation. Each pump shall be suitable for 415+ 10% volts 3 Phase 50 HZ A.C. supply, head 15mtr, Suction x delivery shall be 100mm x 80mm, Class ‘B’ insulation IP-44, complete all as specified and directed.

Material & Labour for GEOFABRIC wrap confirming to Section 702 of MORTH (5th Revision) for Moderate installation condition for wrapping trench drain to hold aggregates, around perforated pipe etc., including overlaps, complete all as specified and directed.

Materail and labour for loose filling with stone aggregate of gauge 50mm in Geodrain, complete all specified and directed.

Supply and spreading of sand in Geodrain including watering and consolidating for PQC work, complete all as specified and directed. Note: Punned thickness shall be measured and paid.

Supply and spreading of sand cushioning, 10mm thick, spread and levelled, complete all as specified and directed. Note: Punned thickness shall be measured and paid.

Supply and spreading of sand cushioning, spread and levelled, for covering the under ground cables, complete all as specified and directed. Note: Punned thickness shall be measured and paid.

Material & Labour for semi perforated PVC pressure pipe of 6 Kgf/Sqcm, 150mm dia., top 2/3 portion perforated and bottom 1/3 non-perforated including fittings like sockets, couplings, tees etc.,laid in trenches for GEO DRAIN, complete all as specified and directed.

Material & Labour for Non-perforated PVC pressure pipe of 6 Kgf/Sqcm, 150mm dia., including fittings like sockets, couplings, tees etc., laid in trenches for connection semi perforated pipe in Geo-drain with Main Drain, complete all as specified and directed.

Material & Labour for Non-perforated PVC pressure pipe of 6 Kgf/Sqcm, 150mm dia., including fittings like sockets, couplings, tees etc., laid under runway using non-trenching technology, complete all as specified and directed.

Material & Labour for preparation of new steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide, complete, all as specified and directed.

Scarifying or picking graveled, macadam or bituminous macadam of not exceeding 50 mm deep and surface in area not exc 400 Sqm complete all as specified and as directed.

Scarifying or picking graveled, macadam or bituminous macadam of exceeding 50 mm and not exceeding 100mm deep and surface area exc 400 Sqm, complete, all as specified and directed.

Forming embankement including raising earth, spreading in layers n exc 30 cm thick, watering ramming/ rolling with tondome roller ( Static and vibratory) under optimum moisture condition to 98% modified proctor density and finished to required gradient, size and camber as required to 'K' value in field at top of embankment ( subgrade of pavement) shall not be less than 5kg/Cm²/cum.

Material & Labour for Preparing cement treated sub base using crushed cement concrete with minimum 3% cement/lime/any relevant additive as per the design mix IN PLANT and laying 150mm to 300mm thick subgrade in two layers of 75 mm each ( as per gdrading 2 of Table 400-9 and 400-11of MORTH & H specifications) including rolling and compacting upto required gradient to achive a min 'K' value of 5kg/cm2/cm all as specified and directed. (Recycled aggretate must be obtained from site). The mix design must be obtained from NIT/IIT to achieve the desired 'K' value.

Material & Labour for 150mm thick GSB (Granular Sub-Base) grade V as per TI:09/2018/Table 400-2 of MORTH Specification/ IRC Specification, spreading, watering, ramming / rolling by tandem vibrator roller & transverse gradient and required camber to achive field compaction of at least 98% of MDD (maximum Dry Density) determined using modified procter density determination method as per IS code and CBR (Minimum 30) as per MORTH for REPAIR OF EXISTING ROAD, complete, all as specified and directed.

Material & Labour for 200mm thick GSB (Granular Sub-Base) grade V as per TI:09/2018/Table 400-2 of MORTH Specification/ IRC Specification, spreading in two layers not exceeding 100 mm thick each, watering, ramming / rolling by tandem vibrator roller & transverse gradient and required camber for achive field compaction at least 98% of MDD (maximum dry density) determined using modified procter density determination method as per IS code and CBR (Minimum 30) as per MORTH for PQC Service road on either side of links, complete all as specified and directed.

Material & Labour for 300mm thick GSB (Granular Sub-Base) grade V as per TI:09/2018/Table 400-2 of MORTH Specification/ IRC Specification, spreading in two layers not exceeding 150 mm thick each, watering, ramming / rolling by tandem vibrator roller & transverse gradient and required camber to achive field compaction of at least 98% of MDD (maximum dry density) determined using modified procter density determination method as per IS code and CBR (Minimum 30) as per Morth for NEW RIGID PAVEMENT, complete all as specified and directed.

Material & Labour for providing 200mm thick (compacted thickness) Wet Mix Macadam (WMM) in two layers (each layer 100 mm thick, compacted separately) with crushed stone aggregate of specified grading, spread using mechanical sensor paver / grader as specified, rolled and consolidated using 8 to 10 tonne capacity tandom vibratory power roller to required gradient and camber to achieve minimum 98% density of MDD determined using modified procter density determination method as per IS 2720(Part-8) and as per MORTH clause 406 for PQC ROAD AND EXISITING ROAD, complete, all as specified and directed.

Material & Labour for providing 225mm thick (compacted thickness) Wet Mix Macadam (WMM) in three layers (each layer 75mm thick, compacted separately) with crushed stone aggregate of specified grading, spread using mechanical sensor paver / grader as specified rolled and consolidated using 8 to 10 tonne capacity tandom vibratory power roller to required gradient and camber to achieve minimum 98% density of MDD determined using modified procter density determination method as per IS 2720 (Part-8) and as per MORTH clause 406 for NEW RIGID PAVEMENT, complete all as specified and directed.

Material & Labour for construction of 150 mm thick cement concrete as Dry Lean Concrete Base Course of compressive strength not less than 10 MPa at 7 days for each consecutive group of 5 cubes of individual strength of cube shall not less than 7.5 MPa at 7 days using aggregate of grading as specified. Minimum cement content shall not be less than 150 kg/cum including spreading and compacted by using mechanical paver and vibratory roller to thickness of 150 mm including necessary form work finshing etc complete all as specified and as per TI/ MORTH specification 601, complete all as specified and as directed. NOTE:- (a) No price adjustment shall be applicable if quantity of Cement content used in the work as approved in the Design Mix exceeds 150 Kg. (b) The rate quoted shall be inclusive of use and waste of form work for total thickness.

Material & Labour for 400 Micron thick transparent HDPE Polythene film of GRADE-I conforming to IS-10889 as anti-friction layer on the base course of RUNWAY WORK/ROAD WORK as per specification with specified overlap between adjacent strip and transverse joint etc, complete all as specified and directed. Note: Side lap shall be 150 mm and end lap shall be 300 mm. The rate quoted shall be deemed to include for the laps.

Supply only non circular synthetic polyster fibre, 6/12mm long with circum-circle diameter 30-35micron, designed for melting point 240-260 degree Celsius and having specific gravity 1.34 to 1.40 etc, complete all as specified and directed.

Material & Labour for applying evenly a priming / tack coat with Bitumen VG-10 confirming to IS 73 @ 5.00 Kg per 10 Sqm, complete all as specified and directed.

Material & Labour for applying evenly a priming / tack coat with Bitumen VG-10 confirming to IS 73 @ 4.00 Kg per 10 Sqm over DLC, complete all as specified and directed.

Material & Labour for Spraying of prime coat over WMM using Catonic Bitumen Emulsion (SS-1) conforming to IS 8887/ASTM 2397 at the rate of 1.00 Kg per Sqm, complete all as specified and directed.

Material & Labour for preparing Black Top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, complete all as specified and directed.

Material & Labour for Preparing unsurfaced Wet Mix Macadam (WMM) surface by brushing with wire brushes for removing caked mud etc. Sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc then evenly applying a priming / tack coat @ 10 kg per 10 sq metre (using bitumen VG-10) over WMM surface complete all as specified and as directed.

Material & Labour for premixed Dense Bituminous Macadam (DBM), 50mm to 75mm thick (consolidated thickness) in single layer using minimum 4.50% binder content by weight of total mix (minimum marshal stability 900 Kg) with paving bitumen of grade VG-30 penetration using hot mix plant and laid by using sensor paver, spread, rolled and compacted to required camber and gradient with 8-12 tonne vibratory roller etc as specified in TI:09/2018, IRC-111 and MORTH, complete all as specified and directed. NOTES: (a) No price adjustment shall be applicable if excess quantity of binder content (paving bitumen VG-30) is used/approved as per the mix design in the execution of work under this item and minus DO will be placed in case of approval of binder conent less than 4.50%. (b) Thickness of DBM shall be provided as required for grade correction as directed by GE. (c) Thickness of each layer to be laid shall be got approved by before execution. (d) 50% extra over minimum thickness of DBM has been considered for changes in Grade Correction layer in grade mapping survey. (e) Thickness for execution of DBM shall be considered after grade mapping survey.

M&L for providing Stress Absorbing Membrane Interlayer (SAMI) along with 1.5 m wide self adhesive reinforcement glass grid of approved make with mean tensile strength 100 KN/m in both longitudnal and transverse direction confirming to ASTM-6637, ASTM D 276 and ASTM D 5261-92 specifications and rolled by pnemutatic tired roller to form a good self adhesive wrinklefree surface, over glass grid with tack coat of Polymer Modified Bitumen (PMB-40) @ 1.5 Kg/Sqm and dry stone chipping of size 8-10mm sprayed @ 7 Kg/Sqm, complete all as specified and directed.

Material & Labour for providing premix Semi Dense Asphaltic Concrete (SDAC), 40mm consolidated thickness with 5.5% binder content (using paving Bitumen of grade VG-30) by weight of total mix, rolled and compacted to required camber and gradient, complete all as specified and directed.

Material & Labour for forming Construction joint, 10 mm wide and 30 mm deep, filled with sealing compound GRADE B,complete all as specified and directed.

Material & Labour for forming Construction joint of 10 mm wide and 25 mm deep using diamond cutter with closed cell, medium density, cross linked polythelene foam back up rod of 10 mm dia, for complete width of the joint, and priming to 13 mm with apporved primer and filling with polyeurethene based sealant (leaving 2-3 mm recess from top), applying masking tape on edge of joint to avoid accidental spillage of sealant and removing the masking tape after filling of sealant all as per direction of the manufacturer, complete all as specified and directed.

Material & Labour for Expansion joint, 25mm thick (using high RPM diamond bit cutter) for depth of 400mm of PQC, filled with closed cell, medium density, cross linked polythene foam back up rod of 30 mm dia, 25 mm pre-moulded compressible filler board priming to 15 mm deep with apporved primer and filling with polyeurethene based sealant, applying masking tape on edge of joint to avoid accidental spillage of sealant and removing the masking tape after filling of sealant all as per direction of the manufacturer complete as specified and directed.

Material & Labour for Expansion joint, 25mm thick (using high RPM diamond bit cutter) for full depth of PQC, filled with preformed bituminous filler and top 30mm primed and selaed with sealing compound GRADE B, complete all as specified and directed.

Material & Labour for forming Dummy/ Contraction joint using diamond cutter with intial saw cut with 3mm blade soon after concrete sets for the depth of 125 mm, sidening the first saw cut to 6mm wide and 24 mm deep from top, priming top 15 mm with approved primer, applying masking tape on edges of joint to prevent accidental spillage of sealant and filling with polyurethane based sealant complying with BS-5212, BS-4254, and EN 141875-2003 with min MAF +- 30% having 10 years performance guarantee to closed cell, medium density, cross linked polyethylene foam back up rod of 8mm dia, for complete Width of joint, and removing the masking tape after filling of sealant and as specified and as per the direction of the manufacturer, complete all as specfified and as directed.

Material & Labour for forming 10 mm wide and 75 mm deep Dummy / Contraction joint, filled with sealing compound GRADE B, complete, all as specified and directed.

Material & Labour for painting lines, dashes, arrows, letters etc on roads, pavements and the like not exceeding 10 cm wide with two coats of water based road marking paint over a coat of primer, colour and pattern as approved by GE per manufacturer instruction, complete, all as specified and directed.

Material & Labour for painting lines, dashes, arrows, letters etc on roads, pavements and the like exceeding 10 cm wide with two coats of water based road marking paint over a coat of primer, colour and pattern as approved by GE as per manufacturer instruction, complete, all as specified and directed.

Material & Labour for preparation of new surfaces and applying three coats of white wash on walls, complete, all as specified and directed.

Supply, laying, testing and commissioning HT XLPE cable insulated screened, PVC bedded, galvanized steel strip/wire armoured, electric power cables (Heavy duty) with aluminium conductor 11000 volts, Earthed, of size 95 sqmm, 3 core including suitable lugs, nut and bolts etc in pipes / ducts/poles / trenches / under floor / under road etc complete all as specified and as directed. Note :- (i) Earth work, brick protection, sand cushioning shall be measured and paid seperately under respective items.

Supply, laying or fixing or passing through pipe and testing XLPE insulated, screened, PVC bedded, 1100 Volts grade cable, heavy duty with aluminium conductor, armoured with steel strip or wire, cross sectional area 120 Sqmm, 3.5 core, complete all as specified and directed. Note :- (i) Earth work, brick protection, sand cushioning shall be measured and paid seperately under respective items.

Supply, laying or fixing or passing through pipe and testing XLPE insulated, screened, PVC bedded, 1100 Volts grade cable, heavy duty with aluminium conductor, armoured with steel strip or wire, cross sectional area 95 Sqmm, 3.5 core, complete all as specified and directed. Note :- (i) Earth work, brick protection, sand cushioning shall be measured and paid seperately under respective items.

Supply, laying or fixing or passing through pipe and testing XLPE insulated, screened, PVC bedded, 1100 Volts grade cable, heavy duty with aluminium conductor, armoured with steel strip or wire, cross sectional area 70 Sqmm, 3.5 core, complete all as specified and directed. Note :- (i) Earth work, brick protection, sand cushioning shall be measured and paid seperately under respective items.

Supply, laying or fixing or passing through pipe and testing XLPE insulated, screened, PVC bedded, 1100 Volts grade cable, heavy duty with aluminium conductor, armoured with steel strip or wire, cross sectional area 50 Sqmm, 3.5 core, complete all as specified and directed. Note :- (i) Earth work, brick protection, sand cushioning shall be measured and paid seperately under respective items.

Supply, laying or fixing or passing through pipe and testing XLPE insulated, screened, PVC bedded, 1100 Volts grade cable, heavy duty with aluminium conductor, armoured with steel strip or wire, cross sectional area 16 Sqmm, 4 core, complete all as specified and directed. Note :- (i) Earth work, brick protection, sand cushioning shall be measured and paid seperately under respective items.

Supply, laying or fixing or passing through pipe and testing XLPE insulated, screened, PVC bedded, 1100 Volts grade cable, heavy duty with aluminium conductor, armoured with steel strip or wire, cross sectional area 10 Sqmm, 4 core, complete all as specified and directed. Note :- (i) Earth work, brick protection, sand cushioning shall be measured and paid seperately under respective items.

Supply & fixing of Cable end jointing kit for 11KV (earthed) grade cable for outdoor termination, cold shrinkable, straight through type end joint complete with jointing material and accessories suitable for 95 sqmm 3 core XLPE HT / UG armoured aluminium conductor cable, complete, all as specified and directed.

M&L for renewal of earthing of poles / system with galvanised earth plate 60 x 60 cm x 6.30 mm thick electrode of size and 32 x 6 mm GI strip buried vertically in ground not less than 2.25 mtr below ground level with top edge of the plate not less than 1.5 mtr below ground level and connected to copper strip dia by means of nuts, bolts and washers and encased and including 15 dia GI medium grade pipe upto 2.4 mtr height from ground level fixed by MS flat iron clamp 40 mm x 5mm with nut, bolt and washers. GI strip fixed to bae along pole and connected to overhead line for providing earthing to HT pole / feeder AB switch LA complete with charcoal dust, salt packed around plate 150 mm thick including watering GI pipe, medium grade 40 mm dia with blanking cap 1.5 mtr long fixed to funnl with wiremessing complete with PCC chamber and RCC chamber overall as per Electrical Plate No 5 SSR Part I-2009 incl excavation and earth work in any type of strata and testing on completion, complete, all as specified and directed.

M&L Pin type, porcelain, vitreous, white, brown or green insulator including one galvanised mild steel spindle, two galvanised iron washers and one galvanised iron nut, 150mm height, 150 mm dia for 11000 Volts grade, complete, all as specified and directed.

M&L for disc type insulator porcelain vitreous 145mm height and 255 mm dia ball and socket type white brown or green single disc assembly for tension with tension clamps for conductors working pressure 11000 Volts, complete, all as specified and directed.

Material & Labour for continuous brick edging using old size Class B brick with width equal to width of brick, laid dry on end vertically, complete, all as specified and directed.

M&L Cross arms, bracings, supports, clamps and back plates fabricated from structural steel sections including nuts, bolts, washers, welding, bending cold or hot, drilling holes for bolts, in any shape or size as indicated or directed and inclusive of one primer coat, one under coat and one finishing coat of paint all specified and directed for mounting of flood light on pole and fixing of GOD

Supply & fixing LED flood light 120 W IP 65 energy saving, environment friendly, long life, exclusive innovative die-cast aluminium IP 65 flood light with high power LED, complete, all as specified and directed.

Supply, erecting and fixing in true vertical position of steel tubular swaged pole, 11 mtr long complete with MS base plate of size 600 x 600 x 6mm, finial tape plug, bolt, nuts and screws as specified and of type 410 SP-55, conforming to relevant IS, including primer coat of red oxide and two coats of aluminium paint and two coats of bituminous paint outside of bottom position upto 1.8 mtr length all as specified and circular bend 1 No of width 2 cm, complete, all as specified and directed. Note : Excavation & PCC will be measured & paid seperately.

S& F cable junction box 167 x 125 x 82 mm in size made out of thermoplastic sheet having IP 65 protection for outdoor installation fixed with 4 way bakelite cable terminals including 03 Nos polyamide g and with check nut (M-32-3 Nos) fixed on pole with flat aluminium clamps of size 30 x 3 mm, nuts, bolts, washers etc. all as specified and as directed. Make :Cat No. K-9105 of HENSEL or equivalent of approved makes.

M&L for 80 mm dia GI pipe, light grade, cut to length of 1 m with length of 0.5 m above GL, complete, all as specified and directed. Note: Necessary PCC foundation to be measured and paid separately.

Supply and fixing (as in replacement) visibilities DTGM (two aspect display / sign board). Each comprising and inclusive of the following work :- (a) DTGM board made out of 4 mm thick black engineering plastics, having monolithic structure to withstand temperature variation from extreme cold environment to sweltering hot condition each side having of size 1.20 m x 1.50 m (b) main frame shall be made of angle iron 50 x 50 x 6 mm duly painted with anti-corrosive paint of superior quality. (c) Frame (iron) shall be pitched into metal conduict of appropriate size / dia (as per manufacturer's instruction), 600 mm long, embedded in PCC block (type B-1) of size 150 x 150 x 750 mm including necessary excavation and earth in any tupe of soil. (d) The DTGM board sheets should be designed with eight equal spaces holes of 100 mm dia to reduce resistance to wind, ensuring that the board withstands fatal windforce. (e) Wooden bracing of size 50 mm x 15 mm thick shall be of 1st class HW duly painted with 2 coat of enamel paint. NOTES: (i) Structure specially reinforced with antimony Trioxide and Methlamine acxrylat to withstand high velocity wind. (ii) Sketches showing front and rear view of DTGM board & letter.

Supply and fixing illuminated sign board / display of size 1 m height and 02 m wide including necessary fixing frame (Iron) shall be pitched into metal conduct of appropriate size / dia (as per manufacturer's instruction), 600 mm long, embedded in PCC block (type B-1) of size 150 x 150 x 750 mm including necessary excavation & earth work in any type of soil.

Supply and fixing illuminated sign board / display of size 1 m height and 3.2 m wide including necessary fixing frame (Iron) shall be pitched into metal conduct of appropriate size / dia (as per manufacturer's instruction), 600 mm long, embedded in PCC block (type B-1) of size 150 x 150 x 750 mm including necessary excavation & earth work in any type of soil.

Supply and fixing illuminated sign board / display of size 1 m height and 4.4 m wide including necessary fixing frame (Iron) shall be pitched into metal conduct of appropriate size / dia (as per manufacturer's instruction), 600 mm long, embedded in PCC block (type B-1) of size 150 x 150 x 750 mm including necessary excavation & earth work in any type of soil.

Fabrication and installation of mild steel sliding gate with motorized system of size 63.00 m x 2.7 m (clear opening), with motorized system (bi-parted) made from rectangular tube column of 100 x 50 mm including bottom rail with roller and bearing, automation system alongwith all optinal accessories one set (Yellow flashing light, safety photocell, magnetic loop detector, extra push button, extra cable 50 RM, remote control with receiver, extra remote and key switch with all necessary fittings, fork work and all related concrete work, complete, all as directed.

M&L for reinforced precast cable cover, Clas LV, Type I, flat, size 250 mm x 150 mm x 40 mm, ISI marked, complete, all as specified and directed.

Supply and laying and replacement of PCC covers, class HV type-1 flat size 300 x 180 x 40 mm, ISI marked, complete, all as specified and directed.

Supply and fixing 80 mm dia PVC (SWR) pipe, in any length fixed over RCC slab of RCC drain as per design

AIR FIELD LIGHTING SYSTEM (AFLS) The complete scope of the work related to AFLS shall be got executed under guidance/supervision of USERS. The contractor shall ensure that the operational requirement of USERS are not affected during execution and the hardware and software is integrated with the existing system. The contractor shall ensure the followings during execution of AFLS works: - (i) DGPS survey before removal and reinstallation of AFLS shall be got carried out through the specialist agency namely M/s TATA POWER SED / M/s AMA Pvt Ltd/M/s Honeywell Automation Ltd / M/s Three D Integrated Solutions Ltd /M/s YPR Engineering Solutions Pvt Ltd and approval obtained from GE/ USERS. (ii) Post re-installation of AFLS, CAMC warranty benefits would be applicable and contractor shall submit an undertaking in this regard. (iii) The contractor in consultation with specialist agency shall submit a layout plan of conduits with consideration of future expansion and approval obtained from GE/USERS before laying conduits for AFLS during the resurfacing of runway.

Disconnecting and Taking out carefully Runway light including removal of shallow base,/housing box, any type and any wattage including dismantling PCC (concrete block) foundation etc ,(R/W edge light INSET - 09Nos, R/W edge light elevated - 113 Nos, App + stop way+threshold+SIM App - 126 Nos, Centreline - 182 Nos, Cat II + Simple App - 78 Nos, Threshold Inset - 27 Nos, Touch down zone - 180 Nos, Suppl App - 54 Nos, PAPI - 08 Nos, Stop Bar - 16 Nos, PTT + Loop + Turning Pad - 307 Nos) removing materials shifting the same to AF Store room complete all as specified and directed by Engr in Charge .

Disconnecting and Taking out carefully Isolation transformer of existing PTT lights, PAPI lights, Main run way lights and ORP lights of any capacity , removing materials shifting the same to AF Store room complete all as specified and directed by Engr-in-Charge .

Taking out existing old AFLS under ground cable from trenches/ducts/pipe, on wall, poles of any size ,type complete all as specified and directed by Engr- in-Charge . Note : Rate are inclusive of excavation and necessary earth work

All as per Srl Item No.161.04 above but for 12 inch shallow base.

Refixing of elevated lights of any type alonwith isolation transformer in housing box by screwing bolts & gasket and electrically connecting using appropriate rating insulation tape.

Refixing of PAPI unit & PAPI check stick. Design, siting and ground calibration of PAPI Unit

Supply & Fixing of Runway edge light red/black 200 watt bi wire halogen lamp confirming to FAA and ICAO, suitable for runway edge light with plug and complete with other accessories, ready for site installation suitable for 6.6A etc. as required.

Supply & Fixing of Runway edge light clear 200 watt bi wire halogen lamp confirming to FAA and ICAO, suitable for runway edge light with plug and complete with other accessories, ready for site installation suitable for 6.6A etc. as required.

Supply & Fixign of inset uni directional fitting for aviation visual aid at simple approach light confirming to FAA and ICAO, suitable for 3x105 watt halogen lamp shalow base & matching body, single plug, inner & outer cover complete with other accessories, ready for site installation suitable for 6.6A etc. as required.

Supply & Fixing of inset uni directional fitting for aviation visual aid at stop bar light confirming to FAA and ICAO, suitable for 1x 48 watt halogen lamp shalow base & matching body, single plug, inner & outer cover complete with other accessories, ready for site installation suitable for 6.6A etc. as required.

Supply & Fixing of Taxi way/turning pad light blue 36/45Watt bi pin halogen lamp confirming to FAA and ICAO, suitable for Taxi way/turning pad light with plug and complete with other accessories, ready for site installation suitable for 6.6A etc. as required.

Supply & Fixing of cast iron isolating Transformer housing box confirming to FAA and ICAO, fixed in the NLB area, water tight round type, metal container of outside size 330 mm dia, height 450 mm made of 10 mm thick cast iron moulding all round, except the top surface, which is 15 mm thick, cast iron moulding suitable to receive a light fitting base plate on the top and underground housing associated with transformer, power cable and having two holes opposite as per site requirement at the periphery, centre 75 mm above bottom surface suitable to receive 50 mm dia HDPE as required. The box should have two SS earh bolts of M10x40 mm tapped inside near the hole (4" away from hole centre) and having drain hole at the bottom suitably tapped to receive15mm dia GI pipe and having clear opening of 220 mm at the top surface and 06 Nos. M10 tapped hole having centre to centre distance of 260mm alongwith bolts & washers as required .

Supply & Fixing of 5 KV 50 Hz, PCP encapsulated isolating Transformer 45 Watt confirming to FAA and ICAO, suitable for individual series lamps airport lighting circuits. The transformer shall be designed to be waterproof and suitable for direct burial in the earth or installation in a base complete as per specifications attached.

All as per Srl Item No.161.14 above but of 100 Watt capacity.

All as per Srl Item No.161.14 above but of 200 Watt capacity.

All as per Srl Item No.161.14 above but of 300 Watt capacity.

Earthing complete with galvanised mild steel pipe electrode, 40mm bore, medium grade, 4.5 metres 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 8 SWG galvanised iron or steel wire to the earthing test point and providing masonary enclosure with cover plate on the top having locking arrangement complete with charcoal and salt etc. as required all as specified and indicated including testing on completion.

Supply and fixing 8 SWG G.I. wire on surface/trench or in recess for loop earthing as required.

Supply, installation, testing, commissioning and integration with existing controling system of Indoor type air cooled constant current regulator of micro processor controlled, thristor type suitable for operation on 230/415 volts, 50Hz input AC supply with 6.6A output having 7 steps variation of current output and able to communicate with PC or PLC controlled system, with digital output ammeter (0‐10A), overcurrent, overvoltage,open circuit and earth fault protection and earth leakagemeter, two stage earth leakage detector, positive back indication equipments, individual lamp control and monitoring system module, hours run counter, LCD display, complete as required for the 04 KVA rating specifications. Make: IDMAN or equivalent as approved by user.

Supply, installation, testing, commissioning and inteigration with existing controling system of Indoor type air cooled constant current regulator of micro processor controlled, thristor type suitable for operation on 230/415 volts, 50Hz input AC supply with 6.6A output having 7 steps variation of current output and able to communicate with PC or PLC controlled system, with digital output ammeter (0‐10A), overcurrent, overvoltage,open circuit and earth fault protection and earth leakagemeter, two stage earth leakage detector, positive back indication equipments, individual lamp control and monitoring system module, hours run counter, LCD display, complete as required for the 25 KVA rating specifications.

Supply and fixing of 1 x 6 sq.mm, 5 KV grade copper conductor XLPE insulated, polyethylene sheathed, single core, copper tape screened AFL cable laid in trenches/inside conduit (GI/PVC)using wire pulling rod or by other means, complete, all as directed.

Supply and fixing of 2X4 sq.mm secondary lead made out of multi stranded copper conductor, EPR insulalted PCP sheathed, treated 1 KV grade cable laid in trenches/inside conduit (GI/PVC) using wire pulling rod or by other means, complete, all as directed.

Supply and fixing of 6 Sqmm plug & receptacleof type I, class B connector & suitable field attachment with 5 KV grade XLPE insulated PE sheathed single core screened copper conductor cable as required including sealing properly using appropriate rating insulation tape.

Supply and fixing of 2 x 4 sqmm, 1 KV grade plug and receptacleof type II, class 'B' connector and suitable field attachment with EPR insulated, PCP sheathed, two core copper conductor secondary cable as required including sealing properly using appropriate rating insulation tape.

Supply & fix PVC conduit of pressure rating 6 Kgf/Sq cm, 40mm bore of passing of cable all as specified and directed.

Supply & Fixing of inset Runway edge light clear 2x105 Watt bi wire halogen lamp confirming to FAA and ICAO, suitable for runway edge light with plug and complete with other accessories, ready for site installation suitable for 6.6A etc. as required.

Supply & Fixing of elevated uni directional fitting for aviation visual aid at stop way light confirming to FAA and ICAO, suitable for 200 watt halogen lamp & matching body, single plug, inner & outer cover complete with other accessories, ready for site installation suitable for 6.6A etc. as required.

Supply & Fixing of inset centre line straight bi- directional fitting for aviation visual aid at centre line confirming to FAA and ICAO, suitable for straight section complete suitable for 2x48 watt halogen lamp shalow base & matching body, single plug, inner & outer cover complete with other accessories, ready for site installation suitable for 6.6A etc. as required.

Supply & Fixing of inset centre line straight bi-directional fitting for aviation visual aid at centre line confirming to FAA and ICAO, suitable for straight section complete suitable for 2x48 watt halogen lamp shalow base & matching body, single plug, inner & outer cover complete with other accessories, ready for site installation suitable for 6.6A etc. as required.

Supply & Fixing of threshold inset fitting for aviation visual aid at approach light confirming to FAA and ICAO, suitable for 3x105 watt halogen lamp shalow base & matching body, single plug, inner & outer cover complete with other accessories, ready for site installation suitable for 6.6A etc. as required.

Supply & Fixing of threshold inset fitting for aviation visual aid at approach light confirming to FAA and ICAO, suitable for 2x105 watt halogen lamp shalow base & matching body, single plug, inner & outer cover complete with other accessories, ready for site installation suitable for 6.6A etc. as required.

Supply & Fixing of touch down fitting for aviation visual aid at approach light confirming to FAA and ICAO, suitable for 1x48 watt halogen lamp shalow base & matching body, single plug, inner & outer cover complete with other accessories, ready for site installation suitable for 6.6A etc. as required.

Supply & Fixing of Suppl app fitting for aviation visual aid at approach light confirming to FAA and ICAO, suitable for 3x105 watt halogen lamp shalow base & matching body, single plug, inner & outer cover complete with other accessories, ready for site installation suitable for 6.6A etc. as required.

Suuply & fixing of GI conduit (medium grade) 25mm dia including elbow, socket, tee, plug etc.laid in WMM/ground by excavating in WMM/soil upto depth of 150mm & 150mm wide, including provision of PCC 1:2:4 and refilling the excavated area after laying of conduit with PCC all around the pipe, complete, all as directed. NOTE: One end of pipe should be placed accurately as per GPS/ Total Station coordinates.

All as per Srl Item No.163.34 above but 40mm dia conduit.

Supply & fixing of GI dummy plates of dia. 300 -320mm & 8-10mm thick with gasket suitable for TH boxes including 06 No. of holes for fixing M10 bolts, complete, all as directed.

Supply only 8 inch dia shallow base suitable for Runway inset lights.

Supply only 12 inch dia shallow base suitable for Runway inset lights.

Supply and fixing 3 mm thick nylon wire to be laid inside GI pipe of dia 25/ 50 mm.

Deduct: SCHEDULE OF CREDIT (SCHEDULE 'A' PART- II) amount of Rs. 17,30,157.88 (Rupees Seventeen lakh thirty thosand one hundred fifty seven and paise eighty eight only) shall be deducted from the total quoted amount of BOQ.

TARMAT LIMITED

Dineshchandra R.Agrawal Infracon Pvt.Ltd

NCC Limited

BSCPL Infrastrcture Limited

LARSEN & TOUBRO LIMITED