Provision of Rigid Pavement and Allied Infrastructure at Jalandhar Cantt

Amount

SITE CLEARANCE & EARTH WORKS

Earth work in excavation by mechanical means (Hydraulic excavator) over areas in any kind of soil (exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 mtr and lift upto 1.5mtr complete all as specified and directed. Details of Qty Rigid Pavement-20925.00 Cum Signal Square - 135.00 Cum RCC Drain-6097.00 Cum

All as per srl item No. 1.01 here-in-before but for each additional 1.5 mtr or part thereof in depth beyond the first 1.5 mtr. Details of Qty RCC Drain-976.00 Cum

Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains in any kind of soil (not exceeding 1.5 mtr in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 mtr, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mtr complete all as specified and directed. Details of Qty Rigid Pavement-1231.00 Cum

Excavation in trenches in soft/loose soil not exc 1.5mtr wide and not exc. 1.5mtr in depth and getting out for laying of cables, GI pipes all as specified and directed Details of Qty External Electrification-21.60 Cum DG Set-10.80 Cum Area Drainage(E/M)=75.00 Cum

Removal of excavated spoil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and directed. Details of Qty External Electrification-7.75 Cum DG Set-2.06 Cum Area Drainage(E/M)=32.00 Cum

All as per srl item No. 1.05 here-in-before but exceeding 500 metre and not exceeding 1.5 KM Details of Qty Rigid Pavement-7722.00 Cum Signal Square-135.00 Cum RCC Drain-5568.00 Cum

Returning, filling in, spreading, leveling, watering and well ramming in layers not exceeding 25cm thick each complete all as specified and directed. Details of Qty Rigid Pavement-10672.00 Cum RCC Drain-1505.00 Cum External Electrification-13.85 Cum DG Set-8.74 Cum Area Drainage(E/M)=43.00 Cum

Surface excavation not.exc 30cm deep and averaging 15cm deep and getting out in any kind of soil complete all as directed by Engineer-in-Charge. Details of Qty Rigid Pavement-34650.00 Sqm Signal Square-316.00 Sqm

Rigid Pavement Runway Works

Rolling, consolidating and compacting formation surfaces to 98% density at OMC in required camber in cutting/filling including watering as required, filling in hollows and depressions which occur during the process of rolling using tandem roller 8 to 10 tonne power roller and 10-12 tonnes vibratory roller all as specified and directed by Engineer-in-Charge.

Providing and laying Dry Lean Concrete (DLC) 150mm thick having compressive strength not less than 7 Mpa at 7 days for each consecutive group of 5 cubes, individual strength of each cube must not be less than 5.5 MPs at 7 days (Para 4.1 IRC:SP:49-2014). (Grading and other parameters as per Table 1 (IRC:SP:40-2014). Minimum cement content must not be less than 140 Kg/Cum (Para 4.2 IRC:SP:49-2014) mixed in batching plant, transported to site and laid by sensor paver including spreading and compacting using double drum smooth wheeled rollers with 80-100 KN of static/ vibratory capacity including necessary formwork, finishing etc complete all as specified and directed. Notes : (a) Cement to be used shall be OPC-43 Gde only. (b) Separate WMM, GSB and Concrete batching plant to be established and rates of the same is inclusive in rates quoted. Notes for Srl item No. 2.02, 2.03 & 2.04 (Rigid payment items) : Extra width of 750mm required on either side of layers for movement of paver, T&P etc shall be provided by the Contractor at his own cost & nothing extra shall be admissible on this account. The rate quoted for these items shall deemed to be included the same. No claim whatsoever shall be entertained on this account at any stage.

Material and labour for 210mm thick Pavement Quality Concrete (PQC) of minimum field flexural strength of 4.5 Mpa lower control limit (LCL) at 28 days in pavement slab using minimum 400 kg of cement per cum as per IRC 44 mixed with non-circular synthetic fibre (as per generic specification given by E-in-C's Br) by mechanical means at the rate of 0.25% by weight of cement per cum (or as specified by firm) of PQC. PQC must be laid, spread and compacted with slip-form paver. Curing by mechanical equipment, Texturing-cum-curing machine (TCM) including finishing of surfaces complete all as specified and directed by Engineer-in-Charge. Notes : (a) Cement to be used shall be OPC Gde-43 only (b) Separate WMM,GSB and Concrete batching plant to be established and rates of the same is inclusive in rates quoted. (c) Rate also includes for supply and applying of curing compound as specified & directed by Engineer-in-Charge.

Supplying and laying 400 micron thick HDPE sheet (Virgin Quality) having minimum weight 390 gm/sqm over sand cushion as specified in the design with overlap between adjacent strips as minimum 300mm and transverse joints at ends as minimum 300mm etc complete as specified and directed. Notes : (a) No addl payment for overlap will be made & contractor shall note this aspect while quoting the rate. (b) Sand cushioning shall be mesaured & paid separately under relevant item.

Material and labour for providing, spreading, laying 10mm thick sand cushion over area for PQC and other similar works, laying with clean river sand duly clear from residual, organic and deleterious materials spread evenly to uniform thickness laid over DLC layer. The sand cushion must not contain stones/ other hard or uneven material/organic matter as specified and directed by Engineer-in-Charge and approved by GE. Details of Qty Rigid Pavement-405.00 cum Geotexttile drain-49.00 cum

Material and labour for painting lines, dashes, arrows, letters, shapes, Heli etc., on runway, pavements and the like exceeding 10cm wide with aqua based road marking paint, three coats after 6 hrs intervals each, white or golden yellow complete all as specified and as directed by Engineer-in-Charge

Material and labour for PCC 1:3:6 type C-1 (using 20mm graded crushed stone aggregate) as in foundation, filling and mass concrete in geo textile drain complete all as specified and directed.

Material and labour for perforated drain pipe 150 mm dia polyethylene pipe confirming to IS 4984-2016 of class PN-8 and grade PE 100. Perforations shall be on 2/3 circumference. The slots shall be circular of dia 4 mm in 10 rows equally spaced longitudinally and transversely.

Supply and laying HDPE pipes of 150 mm dia laid in trenches complete all as speicifed and directed.

Material and labour for filter media with graded crushed stone 40mm aggregate (apparent opening size as per table 700-3 of MoRTH 5th Rev) all as specified and directed.

Material and labour for Geo textile for Sock (around pipe) of drain pipe Ref clause 702 of MoRTH document. Considering harsh installation condition the strength of geo textile shall be Type I as per table 700-1with properties as following: (i). Grab strength as per ASTM D 4632/ IS 13162 Part 5 = (a). 1400 N MARV (Minimum Average Roll Value) @ <50% elongation at failure (b). 900 N MARV (Minimum Average Roll Value) @ >50% elongation at failure (ii). Tear Strength as per ASTM D 4533 / IS: 14293 = (a). 500 N MARV (Minimum Average Roll Value) @ <50% elongation at failure (b). 350 N MARV (Minimum Average Roll Ralue) @ >50% elongation at failure (iii). Puncture strength as per IS 13162 Part IV (a). 500 N MARV (Minimum Average Roll Value) @ <50% elongation at failure (b). 350 N MARV (Minimum Average Roll Value) @ >50% elongation at failure (iv). Burst strength as per ASTM D 3786 / IS 1966 = (a). 3500 N MARV (Minimum Average Roll Value) @ <50% elongation at failure (b). 1700 N MARV (Minimum Average Roll Value) @ >50% elongation at failure (v). Maximum apparent opening size of geo textile be 0.25mm as per ASTM D 4751/ IS 14294-1995 to disallow blockage of geo textile with any fine material passing through geo textile wrap of filter medium. The filter medium grading of 710 micron sieve is 35-80. (vi). Minimum overlap shall be 100 mm and end lap shall not be less than 450mm. Stitching arrangement shall be as specified in clause 702.3.1 of MoRTH publication.

Material and labour for forming 20mm wide expansion joints 210mm deep for quality concrete slab filled with preformed bitumen joints filler with polyurethane joint sealant for 55mm depth over provision of closed cell polyethylene rod of 22mm dia sealed with (29mm depth minimum above polyethylene rod) complying with BS 5212 & BS 4254 and EN- 141875 - 2003 (for hydrolysis/ water resistance test) priming the sides and minimum MAF 30% (with TEN years performance guarantee) and applying masking tape on edges of joint to prevent accidental spillage of sealant on top surfaces to give neat finish to the sealant and removing the masking tape after the application of sealant all as specified and directed.

Material and labour for forming contraction (dummy) joints cutting with diamond cutter to a depth of 60mm and 3 mm wide initially and top 23mm portion cut to 6mm wide to accommodate polyethylene rod and sealant 6mm wide, provision of closed cell polyethylene rod of 8mm dia sealed with (10mm depth minimum above polyethylene rod) Polyurethane sealant complying with BS 5212 & BS 4254 and EN- 141875 - 2003 (for hydrolysis/ water resistance test) priming the sides and minimum MAF ± 30% (with Ten years performance guarantee) and applying masking tape on edges of joint to prevent accidental spillage of sealant on top surfaces to give neat finish to the sealant and removing the masking tape after the application of sealant all as specified and directed.

Material and labour for forming construction joints 10 mm wide and 30 mm deep for quality concrete slabs, cutting with diamond cutter to a depth of 30mm and 10 mm wide to accommodate polyethylene rod and sealant 10mm wide, provision of closed cell polyethylene rod of 10mm dia sealed with (10mm depth minimum above polyethylene rod) Polyurethane sealant complying with BS 5212 & BS 4254 and EN- 141875 - 2003 (for hydrolysis/ water resistance test) priming the sides and minimum MAF ± 30% (with Ten years performance guarantee) and applying masking tape on edges of joint to prevent accidental spillage of sealant on top surfaces to give neat finish to the sealant and removing the masking tape after the application of sealant all as specified and directed. Details of Qty Rigid Pavement-180.00 Per 10 RM GCS and Hardstanding-6.00 per 10 RM

Material and labour for cement concrete 1:4:8 (using 40 mm graded crushed stone aggregate) in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. Details of Qty Rigid Pavement-6.20 Cum RCC Drain- 456.00Cum

Supply and fixing TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns as in main bars, 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. Details of Qty Rigid Pavement-3096.00 Kg RCC Drain-90000.00 Kg

All as per srl item No. 2.19 here-in-before but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed. Details of Qty Rigid Pavement-893.00 Kg RCC Drain-28250.00 Kg

Use and waste of formwork to sides of concrete foundation, footings, base of columns, sides and soffits (if any) of foundation and plinth beams, and similar work vertical or to batter for rough finished flat surface of concrete complete all as specified and directed. Details of Qty Rigid Pavement-22.00 Sqm RCC Drain-840.00 Sqm

Use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc. vertical or to batter for fair finished surfaces complete all as specified and directed. Details of Qty Rigid Pavement-127.00 Sqm RCC Drain-10300.00 Sqm

Material and labour for RCC M-25 design mix (using 20mm graded crushed stone aggregates) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all specified and directed. Details Qty Rigid Pavement-10.20 Cum RCC Drain-708.00 Cum

Material and labour for RCC M-25 design mix (using 20mm graded crushed stone aggregates)as in 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. Details of Qty Rigid Pavement-12.70 Cum RCC Drain-904.64 Cum Note for Srl No. 2.23 & 2.24 : Reinforcement bars and form work shall be measured and paid separately.

Material and labour for Precast RCC M-25 (using 20mm graded crushed stone aggregate) set in cement mortar 1:6 as in landings, cover slab with/ without holes for manhole, drain etc, water tank base and similar work complete all as specified and directed. Details of Qty Rigid Pavement-7.12 Cum RCC Drain-409.00 Cum

Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 150mm thick, watering, ramming/ rolling compacting earth each layer by using vibratory roller of capacity 10 to 12 tonne and power roller 8-10 tonnes and finishing to required size, shape, etc., not exceeding 1.5m high from base using material obtained from excavation vide srl item No. 1.01, 1.02, 1.03 & 1.04 here-in-before. Notes : (a) A modified proctor density 98% at optimum moisture content for soaked CBR of 3.1% and "K" value of 5 kg / sqcm/ cm shall be achieved. (b) The embankment shall be finished to required gradient /camber. (c) No deduction shall be made for bulkage for embankment. (d) Forming embankment shall be as per MoRTH specifications. (e) Earth should be free from grass & roots, well segregated earth from other foreign materials. Details of Qty Rigid Pavement-8960.00 cum Signal Square-47.40 Cum

Material and labour for preparing of black top and bituminous macadam 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 and applying evenly a priming/ tack coat with paving bitumen @10 Kg per 10 Sqm complete all as specified and directed.

Material and labour for premix bituminous macadam with 4% binder content (paving bitumen) laid/ rolled and compacted to required gradient and camber (consolidated thickness upto 100mm), rolled and compacted with 8 to 10 ton power roller complete all as specified and directed.

Material and labour for bituminous premix ashpaltic dense concrete 50mm consolidated thickness with 6% binder content by weight of total mix, rolled and compacted to required camber and gradient complete and rolling to uniform smooth surface with 8 to 10 ton power road roller complete all as specified and directed.

Material and labour for hardcore of broken stone or boulders not exc 63mm, deposited, spread and levelled in layers not exc 15cm thick, watered and rammed properly to a true surface complete all as specified and directed by Engineer-in-Charge. Details of Qty Signal Square-67.50 Cum RCC Drain-430.00 Cum

Material and labour for cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) in sub base of floor, 150mm thick complete all as specified and directed by Engineer-in-Charge.

Material and labour for cement concrete type M-25 (Design mix) (using 20mm graded crushed stone aggregate) as in floor/ hardstanding, finishing the cement concrete surface even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

Material and labour for forming contraction (dummy) joints cutting with diamond cutter to a depth of 40mm and 3 mm wide initially and top 23mm portion cut to 6mm wide to accommodate polyethylene rod and sealant 6mm wide, provision of closed cell polyethylene rod of 8mm dia sealed with (10mm depth minimum above polyethylene rod) Polyurethane sealant complying with BS 5212 & BS 4254 and EN- 141875 - 2003 (for hydrolysis/ water resistance test) priming the sides and minimum MAF ± 30% (with Ten years performance guarantee) and applying masking tape on edges of joint to prevent accidental spillage of sealant on top surfaces to give neat finish to the sealant and removing the masking tape after the application of sealant complete all as specified and directed by Engineer-in-Charge.

Material and labour for laying of 450 mm bore reinforced cement concrete, class NP3 pipes with one collar per length of pipe with filling of joints with cement mortar (1:3) complete all as specified and directed by Engineer-in-Charge.

Material and labour for cement concrete 1:2:4 type B-2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.

Material and labour for reinforced cement concrete M-25 (Design Mix) (using 20mm graded crushed stone aggregate) as in slabs supported on walls, beams, roof landings, deck slabs, culvert and like including use and waste of necessary form work complete all as specified and directed by Engineer-in-Charge. Note : Reinforcement bars shall be measured and paid separately.

Material and labour for constructing RCC sump cum pump house in M-30 (Design Mix) of 8.50m to 8.70m overall depth upto 4.00m inlet pipe and 4.50m internal dia including excavation in all type of strata, foundation concrete in 1:4:8, Container walls, bottom slab, RCC beam, Top slabs in RCC M-30 (Design Mix) with CI manhole covers and with plaster and water proofing as per zonal specification including epoxy paint inside, refilling of earth and disposal of surplus earth within 50m lead, including all piping connections, valves, internal elecrification, MS ladder, ventilation shaft complete including test for water tightness and hydraulic functioning, top room complete as specified and as shown in Drg No. CEJZ/STD-4/2000 Sheet No. 1/2 to 2/2.

Supply and fixing HDPE pipe 100mm bore as spout etc complete all as specified & as directed

Provn of rain water harvesting (recharge pit) of size 6mtrx4mtrx3.5mtr (length x breadth x height) complete all as specified & as shown in drg No. CEJZ/STD-379/17 Sheet 1/4 to 4/4.

External Electrification Works

Supply and fix factory made sheet metal enclosure double door vertical type TPN 8 way including incoming MCCB 40 Amp 10KA IP-43 with 63 Amp rated copper bus bar, earth wire and neutral link, 415 volts complete including MCB DP 'C' curve of capacity 6 - 32 A -08 No complete all as specified and directed.

Suply and fix ONLINE UPS for 30 Min backup 3 phase AC input 300 to 450 Volt and output 415 Volt + 1% of capacity 20 KVA including necessary input and output wiring complete all as specified and directed.

Supply and fix or passing through pipe/wall/floor/trenches XLPE insulated screened PVC bedded, galvanized steel strip or wire armoured heavy duty electric power cable 1100 volts grade with stranded aluminium conductor of cross sectional area 25 sqmm 4 core complete. Details of Qty External Electrification=100.00 RM Area Drainage(E/M)-300.00 RM

All as per srl item No. 3.03 here-in-before but of size 35 sqmm 3.5 core complete all as specified and directed.

All as per srl item No. 3.03 here-in-before but of size 16sqmm 4 core complete all as specified and directed.

Supply and laying GI tubing medium grade 50mm bore with fittings, laid in floor/ wall/ trenches complete all as specified and directed. Details of Qty Ext Electrification-40 RM DG Set-10 RM Area Drainage(E/M)-30 RM

All as per srl item No. 3.06 here-in-before but 40mm bore light grade pipe complete all as specified and directed.

Material and labour for river sand in trenches as cable cushioning 8 cm below the cables and 15cm above the cable which is to be punned down to 10 cm all as specified and directed. Note : Only punned thickness will be measured for payment. Details of Qty Ext Electrification-6.48 Cum DG Set-3.24 Cum Area Drainage(E/M)=22.70 Cum

Supply and laying bricks common burnt sub class 'B,' old size, for protection of cable laid in trenches for under ground cable all as specified and directed. Details of Qty Ext Electrification-0.64 per 1000 Nos DG Set-0.32 per 1000 Nos Area Drainage(E/M)=2.43 per 1000 Nos

Earthing complete with galvanised steel earth plate electrode 60cmx60cmx6mm thick burried directly in ground vertically to a depth not less than 2.25 metre below ground level with top edge of earth plate at a depth not less than 1.5 mtr below ground level, earth plate surrounded from all sides by 15cm thick packed layer of charcoal dust and common salt filling in alternate layers and electrode connection by using GI earth strip 25x4 mm by means of bolts, nuts, check nuts and washers made of galvanised iron and thimbles and other end of the earth wire connected to main switch board protected by galvanised iron light grade pipe 40mm bore in wall/floor and GI pipe 20mm bore light grade for watering with funnel and wire mesh PCC chamber in cement concrete 1:3:6 type C-1 and RCC pit cover including necessary excavation and earth work in any type of soil, returning filling approved soil and disposed of surplus soil to a distance not exceeding 50 mtr away all as shown in electrical plate No 3 of SSR 2009 ( Part-I) complete all as specified and directed. Details of Qty Ext Electrification-2.00 Sets Area Drainage(E/M)-4.00 Sets

Material, labour, testing and commissioning earthing complete with Copper earth plate electrode 600x600x3.15mm thick buried in ground vertical to a depth not less than 2.25 mtrs deep below ground level with top edge of plate not less than 1.5 mtr below normal ground level connected to copper strip of size 20x3 mm and 40 mm bore 7.5 mtr long light grade GI protection pipe for earth strip and GI watering pipe 40 mm bore medium grade from top edge of earth plate fixed with deep cut on one end of pipe and fix from earth plate up to one feet above ground level of other end and plugged watering pipe at top with MS cap and grouted in PCC 1:2:4 of size 30 x 30 x 30 cm etc and 15 cm alternate layer of charcoal and salt around all sides of earth plate all as shown in electric plate No 3 of SSR part I of 2009 all as specified and directed. Notes : (a) The unit rate shall include for protection pipe, GI water pipe, wire mesh, funnel and excavation. RCC pit cover, test point, copper strip from top of earth plate upto 5 mtr above ground level and if GI protection is less than 5 mtr, no price adjustment shall be made. (b) PCC pit shall be provided at least 50 cm away from the earth pit and not just on the earth pit and extra cost of additional length of water pipes and fittings, junction, elbow etc shall be deemed to be included in the unit rate. (c) If the testing result of earthing work is not been found satisfactory then the contractor shall execute other earthing work at his own cost and nothing shall be permissible on this account. (d) Earthing work will be carried out in presence of MES representative.

Material and labour for earthing complete with galvanized steel earth plate electrode 600x600x6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.50 metres below normal ground level, earth plate surrounded from all sides by 15 cm thick packed layers of charcoal dust and common salt filling in alternate layers alround, top & bottom and electrode connection by using galvanized iron earth lead wire 4.0mm dia (8 SWG) connected to earth plate electrode by means of bolts, nuts check nuts and washers made of galvanized iron or steel and thimbles, GI pipe light grade 15mm bore for watering with funnel and wire mesh, GI light grade 20mm bore protection pipe for drawing in earth lead wire, PCC chamber in PCC 1:2:4, type B-1 with angle iron 25x25x3mm frame work and pre-cast RCC cover in RCC 1:2:4, type B-1, cover reinforced with 8mm dia TMT bars @100mm c/c both ways and 12mm dia MS fabricated handle, test point complete all as shown in electrical plate No 3 of MES Standard Schedule of Rates (Part-I) including necessary excavation and earth work in any type of soil, returning filling and removal of soil to a distance not exc 50 metres and testing on completion complete all as specified and directed. Notes for srl item No. 3.10 and 3.12:- (a) The unit rate shall include for GI protection pipe, GI water pipe, wire mesh, funnel and excavation, RCC pit cover, test point, galvanised iron wire/ strip from top of earth plate upto 5.0 metres above ground level and if GI protection pipe is less than 5.0 metres, no price adjustment shall be made. (b) PCC pit shall be provided at least 50cm away from the earth pit and not just on the earth pit and extra cost of additional length of water pipes and fittings, junction, elbow etc shall be deemed to be included in the unit rate. (c) If the testing result of earthing work is not found satisfactory then the contractor shall do another earthing work at his own cost and nothing shall be permissible on this account. (d) Earthing work will be carried out in presence of MES representative.

Material and labour for earth continuity conductor or main earthing lead fixed to wall 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 required, 4 mm dia galvanised iron or steel wire complete all as specified and directed.

Material and labour for earth continuity conductor or main earthing lead fixed to wall 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 required, 20x3mm copper strip complete all as specified and directed.

Supply, install, testing, commissioning non clog submersible motor cum pump, Electric driven 230V, AC, 50 Hz, complete of suitable capacity, including submersible control cable of suitable size not less than 1.5 sqmm 3 core flat from motor/pumpset to control panel, suitable delivery pipe size , discharge 262.50 LPM at 10 Mtr head, including provn of suitable size connecting piece/distance piece suitable to connect the pump with delivery pipe of 80 mm dia- 01 No necessary arrangement for welding/fixing with pump end all as specified and directed alonvwith following mentioned items :- (i) Supply and laying GI pipe medium grade 80mm bore including all fittings such as tees, bends, elbows, reducer, union, nipples etc including all fixing accessories such as couplers, hooks, nuts, saddles, pipe hooks laid in trenches/under floor or fixed to wall - 100 RM (ii) Supply and fixing gun metal globe or gate valve with iron wheel head screwed both ends for iron pipe and fixed of size 50 mm bore -01 No (iii) Material and labour for fabrication, testing and commissioning of LT power distribution panel board of suitable size made out of CRCA sheet 2.0 mm thick, powder coated, CPRI approved, indoor type totally enclosed with hinged doors, fixed on MS rail for safe standing on floor, weather and water proof as per IS-8623 aluminium bus bar with half neutral, mounted on insulators suitable for 3 phase 4 wire LT, AC, 50HZ, 433 Volts, 100 Amps, capacity and indication lamp (Red,Yellow, Blue) complete with necessary locking arrangements all as specified and directed including powder coated as per latest IS, internal electric connections as required and provision of the following:- (a) MCCB, 4 Pole, 25 Amps, 16 kA breaking capacity, 415 Volts - 01 No (b) MCB, SPN 16 Amps, 16 kA breaking capacity, adjustable type with thermal magnetic trip relay, 230 volts - 01 No (c) Single phase Submersible pump controller/starter for 2 HP capacity with relay range 12 - 20 Amp complete with all accessories with Voltmeter and Ammeter-01 No (d) Digitally fully automatic pump controller or water level controller for auto start and stop of pumpset in respect to water level i.e as water level goes below low level of underground sump it shall be automatic stop and as level of underground sump go up to high level it shall be automatic start the submersible pumpset complete with all necessary wiring including level indicator sensor etc for sump-01 No.

Runway lighting works

Supply, install, testing and commissioning elevated omnidirectional LED Runway Edge lights of 45 Watts, 6.6A/6.6A of colour yellow/ Amber alongwith mounting assembly (breakable coupling & other components), connecting leads, gasket, fasteners suitably protected against corrosion by nickle plating, necessary PCC and earth work for foundation including painting all as per OEM recommendation and specifications of ICAO Annx 14 complete all as specified and directed. Make : M/s AMA Pvt Ltd/ M/s ADB SAFEGATE, Mumbai/ M/s Vardhman Airport Solutions Private Limited, Delhi.

Supply, install, testing and commissioning elevated Bi-directional LED Runway threshold cum end light of 25 Watts, 6.6A/6.6A of colour Green-12/ Red-12 alongwith mounting assembly (breakable coupling & other components), connecting leads, gasket, fasteners suitably protected against corrosion by nickle plating, necessary PCC and earth work for foundation including painting all as per OEM recommendation and specifications of ICAO Annx-14 complete all as specified and directed. Make : M/s AMA Pvt Ltd/ M/s ADB SAFEGATE, Mumbai/ M/s Vardhman Airport Solutions Private Limited, Delhi.

Supply , install , testing and commissioning of Inset Bi-directional LED runway centreline lights 25 Watt, 230 V of colour White/White along with shallow base along with mounting assembly (breakable coupling and other components),connecting leads, gasket,fasteners suitably protected against corrosion by nickel plating, necessary PCC and earth work for foundation incl painting all as per OEM recommendation and specification of ICAO Annex 14 complete Make :- M/s AMA Private Ltd / M/s ADB SAFEGATE, Mumbai / M/s Vardhman Airport Solutions Private Limited, Delhi.

Supply, install, testing and commissioning of Inset Bi-directional LED runway centreline lights(leading in/ out lights) 25 Watt, 230 V of colour White/Red along with shallow base along with mounting assembly (breakable coupling and other components),connecting leads, gasket,fasteners suitably protected against corrosion by nickel plating, necessary PCC and earth work for foundation incl painting all as per OEM recommendation and specification of ICAO Annex 14 complete. Make :- M/s AMA Private Ltd / M/s ADB SAFEGATE, Mumbai /M/s Vardhman Airport Solutions Private Limited, Delhi.

Supply, install, testing and commissioning of Inset Bi-directional LED approach funnel light of 100 Watts of colour white alongwith shallow base alongwith mounting assembly (breakable coupling & other components), connecting leads, gasket, fasteners suitably protected against corrosion by nickel plating, necessary PCC and Earth work for foundations including painting all as per OEM recommendation and specifications of ICAO Annx 14 complete all as specified and directed. Make - M/s ADB SAFEGATE, Mumbai/ M/s SG SISTEMATIK/ M/s Vardhman Airport Solutions Private Limited Delhi, M/s AMA Private Ltd.

Supply, install, testing and commissioning of Inset LED helipad lights dual mode 10W (VIS & IR) along with shallow base confirming to ICAO requirement complete etc as requied.along with mounting assembly (breakable coupling and other components),connecting leads, gasket,fasteners suitably protected against corrosion by nickel plating, necessary PCC and earth work for foundation incl painting all as per OEM recommendation and specification of ICAO Annex 14 complete. Make :- M/s ADB SAFEGATE, Mumbai/ M/s SG SISTEMATIK/, M/s Vardhman Airport Solutions Private Limited Delhi, M/s AMA Private Ltd

Supply, install, testing and commissioning of flare path LED light 65 Watt 6.6A/6.6A of white colour on both side of helipad along the runway alongwith shallow base alongwith mounting assembly (breakable coupling & other components), connecting leads, gasket, fasteners suitably protected against corrosion by Nickel plating, necessary PCC and Earth work for foundations including painting all as per OEM recommendation and specifications of ICAO Annx 14 complete all as specified and directed. Make - M/s AMA Private Ltd / M/s ADB SAFEGATE, Mumbai / M/s NASU SYSTEM, Mumbai/ M/s Vardhman Airport Solutions Private Limited Delhi.

Supply, installation and testing of controller for IR/ VIS of helipad lights 110/230 Volts AC or 12/24/48 Volts DC. Make- M/s SistematiK Note : Each group of helipad lights shall be controlled with individual switches

Supply, install, testing and commissioning of FAA compliant 4.0 KW, input rated voltage 240 Volts, Output current 6.6 Amps Indoor type air cooled, microprocessor based constant current regulator, thyristor controlled electronic type suitable for operation on 230 Volts + 10%, 50 Hz input AC supply with 5 steps variation of current output (6.6, 5.2, 4.0, 3.4 and 2.8 Amp) suitable for local and remote control operation with suitable control supply and able to communicate with PC or PLC controlled system, with output current indicated on multifunction digital display, overcurrent, over voltage, open circuit and earth fault protection and earth leakage meter, positive back indication equipment's hours run counter, complete as required and conforming to specifications of ICAO Annx 14 complete all as specified and directed. Helipad light-03 Nos edge light and end light- 01 No, Leading In/ Out light & Centre line light & flare path light-01 No Approach light-01 No, Taxiway light-01 No, Make - M/s AMA Private Ltd / M/s ADB SAFEGATE, Mumbai / M/s NASU SYSTEM, Mumbai/ M/s Vardhman Airport Solutions Private Limited, Delhi.

Supply, install, testing and commissioning of ICAO compliant PC based, Touch-screen LED type remote control panel cum display unit, 15 inch touch screen, Microsoft window based, suitable optical fibre cable, control cable (X core x 1.5 sqmm), Intel i7 processor, 8 GB RAM, 1 TB SSD (for faster storage), 27 inches LED Screen, at control tower suitable for remote operation of constant current regulators etc. as required and capable of performing ON/OFF illuminated display, positive back Indication, change over circuits, mimic display of system in operation with positive back Indication complete all as specified and directed. Make - M/s AMA Private Ltd / M/s ADB SAFEGATE, Mumbai / M/s NASU SYSTEM, Mumbai/ M/s Vardhman Airport Solutions Private Limited, Delhi.

Supply and fixing cast Iron boxes of 330 x 450 mm (Height) including suitable PCC complete all as specified and as directed and as per OEM recommendation and as per ICAO specifications Annx 14. Make - M/s AMA Private Ltd / M/s Ambika / M/s Deepak Metal/ M/s YPR Engineering Solution Pvt Ltd.

Supply and fixing of 6 Sqmm, 5 KV grade plug and receptacle of type 1 class B connector and suitable field attachment with 5 KV grade PVC insulated PVC sheathed single core 6 Sqmm size copper conductor cable conforming to the specified specification etc complete as required. Make :- M/s AMA Private Ltd/ M/s Bildal/ M/s NASU system, Mumbai

Supply and laying DWC (Double wall corrugated) HDPE pipe in trench for cable protection of 50 mm internal dia, with necessary connecting material i.e. snap fit coupler etc., including excavation and earth work complete all as specified and directed by Engineer-in-charge. Make:- REX POLY EXTRUSION PVT LTD or equivalent

Supply, install, testing, commissioning of frangible & LED type illuminated landing direction indicator (Landing - "T") conforming to ICAO Annex 14, volume I and suitable for operation on 230 V, 50 Hz, single phase AC supply and complete with following main components as required. (a) Aluminium frame along with suitable mounting structure. Dimension shall conform to ICAO Annex 14 and frangibility of structure shall conform to ICAO Annex 14 & Aerodrome design manual part-6/FAA. The structure shall be powder coated with preferably aviation yellow paint. (b) 33 Nos. <10W nominal capacity LED lamps alongwith Lamps mounting arrangement for outdoor conditions with suitable electric connection using change over switch installed at ATC. (c) Landing T indication by illumination and changeover facility. (d) Control box, internal copper wiring, provision for remote control operation. (e) Providing and laying suitable cement concrete foundation for installation of landing as per OEM recommendation. Make - M/s AMA Private Ltd / M/s ADB SAFEGATE, Mumbai / M/s NASU SYSTEM, Mumbai, M/s Vardhman Airport Solutions Private Limited Delhi.

Supply of LED Guidance Sign Board of various sizes as per ICAO Annex.14 Vol.l (legends as approved by Engineer-in-Charge) made out of 2mm thick Aluminium sheet with suitable angle support with 1.5mm thick Aluminium backcover, 4mm thick polycarbonate sheet with glare free face, the letter & symbol should be printed on the inside of sign face made of self adhesive film of 3mm applied on the inside face with requied colouring, suitable arrangment shall be made for water tightness & locking arrangement. Signboard shall be uniformlly internally illiminated with LED lights with 36 W LED to achieve illumination level operated on input source 2.5 A to 6.6 A constant current without flickering incliding suitable rating isloating trasformer, secondary leads, supporting frangible legs & frame etc. complete as required and as specified. Make :- M/s AMA Private Ltd / M/s ADB SAFEGATE, Mumbai /M/s Vardhman Airport Solutions Private Limited, Delhi.

Supply, install, testing commissioning of distance to go markers (DTGM) (size 1220mmx1220mm) consisting of two boards made of compressed aluminum sheet of 4mm thick blackodised on one side where the compressed aluminum sheet is supported in a frame made up of aluminum extrusion and the marking of the number/letter are of red retro reflective film on black background and shall comply DTGM sign board all as per OEM recommendation amd specification of ICAO Annex 14 complete. Make :- M/s AMA Private Ltd / M/s ADB SAFEGATE, Mumbai /M/s Vardhman Airport Solutions Private Limited, Delhi.

Taxiway Lighting Works

Supply, install, testing amd commissioning of Elevated omnidirectional LED Taxiway Edge lights of 15 Watts 6.6A/6.6A of colour Blue alongwith mounting assembly (breakable coupling & other components) connecting leads, gasket, fasteners suitably protected against corrosion by Nickel plating, necessary PCC and Earth work for foundations including painting all as per OEM recommendation and specifications of ICAO Annx 14 complete all as specified and directed. Make - M/s AMA Private Ltd / M/s ADB SAFEGATE, Mumbai/ M/s Vardhman Airport Solutions Private Limited, Delhi.

Supply, install, testing and commissioning of Elevated omnidirectional LED Taxiway dispersal Edge lights of 15 Watts of colour blue alongwith mounting assembly (breakable coupling and other components),connecting leads, gasket, fasteners suitably protected against corrosion by nickel plating, necessary PCC and earth work for foundation incl painting all as per OEM recommendation and specification of ICAO Annex 14 complete all as specified and directed. Make :- M/s AMA Private Ltd / M/s ADB SAFEGATE, Mumbai /M/s Vardhman Airport Solutions Private Limited, Delhi.

Supply, install, testing and commissioning of Inset Bi-directional LED taxiway Stopbar lights 25 watt of colour RED alongwith mounting assembly (breakable coupling and other components), connecting leads, gasket, fasteners suitably protected against corrosion by nickel plating, necessary PCC and earth work for foundation incl painting all as per OEM recommendation and specification of ICAO Annex 14 complete all as specified and directed. Make :- M/s AMA Private Ltd / M/s ADB SAFEGATE, Mumbai /M/s Vardhman Airport Solutions Private Limited, Delhi.

Supply, install, testing and commissioning of Obstruction light (Bipolar) RED 6W including PCC foundation 1:3:6 type C-2 and mounting pipe of suitable size complete all as specified and directed. Make :- M/s AMA Private Ltd / M/s ADB SAFEGATE, Mumbai /M/s Vardhman Airport Solutions Private Limited, Delhi.

Supply laying, commissioning and testing of Single mode optical fibre including DWC pipe HDPE of 50mm internal dia for protection of cable complete all as specified and as directed

DG Set Works

Supply, Install, commissioning and testing complete silent Diesel Engine driven generating set capable of delivering 20 KVA developing 25.2 BHP or of next higher capacity as available/manufactured 415 volts (AC 3 phase, 4 wire system of supply) 50 HZ at power factor 0.8 minimum. The DG set shall consist of a diesel engine coupled directly to a matching parts or as recommended/provided by the manufacturer on a common base frame and thereafter installed in the CPCB approved acoustic enclosure. (The complete set conforming to and test certificates as per CPCB norms and as specified) all as specified complete with AMFcontrol panel standardised by manufacturer, fuel tank with mounting arrangement and inlet, outlet, return fuel pipe arrangement, flexible exhaust pipe with flexible coupling complete and shall comprise with the following :- (a) Engine:- (Prime Mover) Diesel engine 1500 RPM of minimum 25.2 BHP as per manufacture's design, Turbo charged water cooled, self starter 12 volt battery start, complete with fly wheel and all standard fittings/fixtures as per manufactureres design. Generator Monitoring Panel :- Comprising of following:- (i) Microprocessor based genset controller for metering, monitoring governing and protection. (ii) Engine protection for low lub oil pressure, high coolant temperature (alarm & shutdown). (iii) Alternator protection parameters like under voltage, over current under frequency, over frequency (alarm & shut down). (iv) Relay drivers for remote annunciation. (v) Cyclic cranking. (vi) Auto/manual starts/stops. (vii) Alternator trim adjustment from the front key pad. (viii) Operates within a temperature range 0-50 oC and humidity upto 95%. (ix) Genset metering parameters like lube oil pressure, coolant temerature, engine speed (RPM), run hours, DC voltage, 3 phase volts and 3 phase amperes, frequency, KW, KVA, Power factor.

(x) Safety controls :- Engine low lube oil pressure, high water temperature and over speeding of engine. (xi) Coupling arrangement Flexible coupling, fly wheel to suit flexible coupling fly wheel housing (b) Alternator: Alternator AC, 3 phase, 415 volts @ 0.8 p.f. , 4 wire rated line current for output 20KVA @ 1500 RPM, insulation class 1, enclosure/SPDP self excited, self regulated brushes, complete with AVR with +1 % voltage regulation directly coupled to and match the above engine. (c) Acoustic enclosure :- Provision of an integral type approved/certified acoustic enclosure (make of enclosure as authorised by the manufacturer's of DG sets and shall be complete as per CPCB norms for the DG sets to restrict the noise level to 75 db at one meter distance and temp rise within canopy shall not exceed 7 degree centigrade beyond ambient temp provided with one light point inside enclosure with lamp and exhaust fan to maintain the temperature inside the enclosure. It shall be made out of 16 SWG or manufacturer's standard norms CRCA sheet with powder coated finish on outside and provided with non igniting fire retardant foam as acoustic material. The doors & glass window shall be as per manufacturer's design. The base frame shall be of ISMC as per manufacturer's design. It shall also include the following :- (i) Silencer : Residential type. (ii) Internal wiring with PVC insulated stranded copper conductor, ISI marked, FRLS type of suitable size with copper lugs, thimbles etc. (iii) Fuel tank complete as per manufacturer's design of capacity 12 hours running (minimum) complete with fuel gauge with fuel pipes etc. (d) One Nos 12V x 88 AH maintenace free batteries (As recommended by manufacturer's with suitable battery charger).

Material and labour for earthing complete with galvanized steel earth plate electrode 60cmx60cmx6mm thick, buried directly in ground vertically to a depth not less than 2.25 m below ground level with top edge of earth plate at a depth not less than 1.50 m below ground level, earth plate surrounded from all sides by 15 cm thick packed layer of charcoal dust and common salt filling in alternate layers, all around, top and bottom and electrode connection by using galvanized iron earth strip 25x4 as earth lead connected to GI earth plate electrode plate by means of bolts, nuts check nuts and washers made of galvanized iron and thimbles. galvanized iron pipe 20mm bore medium grade for watering with funnel and wire mesh including galvanized iron pipe 15 mm bore light grade for protection. PCC chamber in cement concrete (1:3:6) type C-2 and RCC pit cover in M -25 complete all as shown in Electrical Plate No 3 of MES Standard Schedule of Rates (Part- I) of 2009 complete all as specified and testing on completion. Notes:- (a) The unit rate shall include for protection pipe, GI water pipe, wire mesh, funnel and excavation. RCC pit cover, test point, 4mm dia galvanised iron wire from top of earth plate upto 5 m above ground level and if GI protection is less than 5 metre, no price adjustment shall be made. (b) PCC pit shall be provided at least 50 cm away from the earth pit and not just on the earth pit and extra cost of additional length of water pipes and fittings, junction, elbow etc shall be deemed to be included in the unit rate. (c) If the testing result of earthing work is not been found satisfactory then the contractor shall do other earthing work at his own cost and nothing shall be permissible on this account. (d) Earthing work will be carried out in presence of MES representative.

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