PROVISION OF CERTAIN INFRASTRUCTURE FOR INDUCTION OF BOEING AIRCRAFT AT AF STN PALAM

Amount

SCHEDULE `A' PART - I (Building Works) is not prepriced by MES and prepriced rates indicates 0.0 under column 6 signified this fact only.

Design and Construction of Twin Hangar with annexe (Pre Engineered Building) including drawings and vetting of design as per CA provisions, Under slung EOT crane 10 ton capacity, Antistatic Epoxy Polyurathane (PU) flooring, internal electrification and water supply including design, Supply, Installation, Testing and Commissioning of Fire Detection and Fire Suppression system and its allied services like hangar floor drain and other necessary required civil structure with internal and external electric supply, water supply, sewage disposal system, airconditioning, RWH scheme with recharge pit complete in all respect complete all as specified and as shown on drawings. Note:- Flooring of Pre Engineered Buildings with PQC as per drawing No CEAF/STD/ST-114/2021 Sheet 1/1 shall be measured and paid separately under respective items of BOQ and is not part of lumpsum. 5mm thick Antistatic Epoxy Polyurathane (PU) flooring and flooring in Annexe building is part of lumpsum.

Design and Construction of RCC SUMP (semi U/G) for fire fighting and other ancillary buildings requisite capacity including drawings and vetting of design as per CA provisions complete all as specified for item No 1.10 above.

Design and Construction of FIRE PUMP HOUSE including drawings and vetting of design as per CA provisions complete all as specified for item No 1.10 above.

Design and Construction of SUB STN including drawings and vetting of design as per CA provisions (Except external water supply) complete all as specified for item No 1.10 above.

Construction of POL STORE including External electric supply, complete all as specified and shown on drawings.

Construction of OXYGEN BAY including External electric supply, complete all as specified and shown on drawings.

Construction of GUARD REST ROOM WITH TOILET including External electric supply and water supply, complete all as specified and shown on drawings.

Construction of GARBAGE BIN complete all as specified and shown on drawings.

Construction of MT SECTION including External electric supply and water supply, complete all as specified and shown on drawings.

Construction of PARKING GARAGE FOR 5 SPECIALIST VEHICLE (B VEHICLE) including External electric supply, complete all as specified and shown on drawings.

Construction of CAR SHED including External electric supply, complete all as specified and shown on drawings.

Construction of TWO WHEELER SHED including External electric supply, complete all as specified and shown on drawings.

Construction of CCR ROOM including External electric supply, complete all as specified and shown on drawings.

Construction of GUARD REST ROOM WITH WATCH TOWER including External electric supply and water supply, complete all as specified and shown on drawings.

Construction of PUMP HOUSE including External electric supply and water supply, complete all as specified and shown on drawings.

Construction of SEPTIC TANK with CONVENTIONAL designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, RCC M-30 Design Mix in Walls, Base Slab, Baffle Walls and Roof Slab including beams etc with Vent Shaft, Manhole openings with cover connection etc., complete with effective depth of 1.5 meter and over all depth of 3 meter for 50 Users complete all as specified and as shown on drawings.

Construction of SOAKAGE WELL including excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M-25 concrete including intercepting chamber and screen chamber made of brick masonary in CM, RCC cover slab in M-25/SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 2.4 M Dia X 3.0 M effective depth complete all as specified and as shown on drawings.

NOTE: Schedule ‘A’ Part II to XII under Ser No. 15.01 to 15.11 are Prepriced by MES.

Lump sum price worked out by the Contractor for “Excavation and Earth Work ” as listed in Schedule ‘A’ Part-II

Lump sum price worked out by the Contractor for "Sewage Disposal ” as listed in Schedule ‘A’ Part-III

Lump sum price worked out by the Contractor for “Area Drainage ” as listed in Schedule ‘A’ Part-IV

Lump sum price worked out by the Contractor for “Road and Hardstanding” as listed in Schedule ‘A’ Part-V

Lump sum price worked out by the Contractor for “Security Wall and Gate” as listed in Schedule ‘A’ Part-VI

Lump sum price worked out by the Contractor for “Internal Electrification” as listed in Schedule ‘A’ Part-VII

Lump sum price worked out by the Contractor for “External Water Supply” as listed in Schedule ‘A’ Part-VIII

Lump sum price worked out by the Contractor for “External Electrification” as listed in Schedule ‘A’ Part-IX

Lump sum price worked out by the Contractor for “Demolition and Dismantaling” as listed in Schedule ‘A’ Part-X

Lump sum price worked out by the Contractor for “Internal Water Supply” as listed in Schedule ‘A’ Part-XI

Lump sum price worked out by the Contractor for “B/R Work” as listed in Schedule ‘A’ Part-XII

SCHEDULE `A' PART - XIV MISC ITEMS is not prepriced by MES and prepriced rates indicates 0.0 under column 6 signified this fact only.

AREA DRAINAGE

M&L for Precast Reinforced Cement Concrete M-25, design mix, using 20mm graded stone aggregate as in 250 to 400 mm thick drain cover including necessary Steel form work, complete all as specifiedas per Drg or as directed by GE / Engineer-in-Charge. NOTE: Steel reinforcement required as per drg for drain cover shall be measured and paid Separately under respective item.

SECURITY WALL AND GATE

Supply and fix galvanised steel punched type concertina coil 900 mm dia (dia of coil when unstretched) for fencing work complete all as specified and as directed.

INTERNAL ELECTRIFICATION

S&F LED Square/Round Ceiling light fitting 6 watt provided with high output diffuser, 230 Volts complete with all accessories, pre-wired including lamp and providing flexible copper wire, three core cable PVC insulated sheathed complete all as specified and directed by Engineer-in-Charge.

S&F LED security 45 watt, having uniformaty ratio 0.25, high pressure die cast aluminium housing, heat resistant toughened glass with frame, IP66 protection comlete with lamp & connected items and connection with suitable cable from ceiling rose to light fitting and fixing on GI pipe bracket made out of suitable dia GI pipe medium grade 1.2mtr long bent to shape and fixed on wall with flat iron clamps, nut, bolts washer etc all as specified and directed.

S&F ventilating fan of size 230 mm sweep, 900 RPM ,230 volts single phase AC supply with louvers complete with, bolt, nuts and washers, suitably embedded in the wall including making suitable opening and provisioning of flexible copper cord three core PVC insulated & overall sheathed of size 0.50 sqmm from ceiling rose to exhaust fan complete all as specified and directed by Engineer-in-Charge.

S&F exhaust fan of size 380 mm sweep, 900 RPM 1050 CMH (air delivery ) 230 volts single phase AC supply with louvers complete with, bolt, nuts and washers, suitably embedded in the wall including making suitable opening and provisioning of flexible copper cord three core PVC insulated & overall sheathed of size 0.50 sqmm from ceiling rose to exhaust fan complete all as specified and directed by Engineer-in-Charge.

M&L for flame proof, zone I & II, Gas Group II A/II B, weather proof point wiring for one light or fan point conrolled by one switch using approved colour coding as per IS with zero hologen flame retardent (HFFR) smoke free non toxic non corrosive PVC insulated unsheated flexible copper conductor cable 1.5 Sqmm (nominal area) single core 1100 volts grade in and including (ERW) stove enamelled conduiuit heavy duty ISI marked duly welded, flame proof weather proof junction box, tee, bends, inspection bends etc all as required including PVC insulated unsheated flexible copper condutor cable 1.5 Sqmm (nominal area) single core 1100 volts grade as earth continuity condutor complete all as specified and directed.

S&F switch flame proof, zone I & II, Gas Group II A/II B, weather proof rotary type with termination box in LM6 16A single pole 250 V complete all as specified and directed.

S&F switch flame proof, zone I & II, Gas Group II A/II B, weather proof 20 Watts LED tube light fitting grey powder coated die-cast aluminium lamp housing, built in control gear, heat resistant toughened clear glass tube including lamp, necessary clamps, nuts and bolts complete connecting electrically using flexible flame proof end connectors all as specified and directed.

S&F switch flame proof, zone I & II, Gas Group II A/II B, weather proof LED bulk head fiiting, 40 watts grey powder coated die-cast aluminium lamp housing, built in control gear, faceted anodised aluminium reflector heat resistant toughened clear glass cover 80 watt, necessary clamps, nuts and bolts complete connecting electrically using flexible flame proof end connectors all as specified and directed.

S&F switch flame proof, zone I & II, Gas Group II A/II B, weather proof exhaust fan 450mm sweep, cast iron body grey finished complete all as specified and directed.

S&F switch flame proof, zone I & II, Gas Group II A/II B, weather proof MCB DB SPN 4 way, 240 Volts with busbar in cast aluminium LM6 enclosure operated extrenally spring type knob complete with suitable incoming and outgoing cable entries with cable glands suitable for hazardous area and confirming to IS-2147/62 neoprene gasket degree of protection IP 65 suitable for and including (a) MCB SP 6-32 Amp-04 No (b) RCBO DP 20 Amps 01 Nos and blank plates complete all as specified and directed.

EXTERNAL WATER SUPPLY

Supply and fix, cast iron Foot Valve 100 mm dia conforming to IS 4038, ISI marked, PN 1.6 class including providing joints and jointing materials as rubber washers/gaskets with suitble type / size of bolts and nuts, etc, complete all as specified and directed.

M&L for construction of brick masonary valve pit of size 130x130x130cm internal dimensions (230mm brick masonry wall in cement mortar 1:6) including mild steel sheet cover 3.15mm thick over and including angle iron frame of size 40x40x6mm duly painted with 2 coats of synthetic enamel paint over a coat of red oxide primer with locking & fixing arrangement and brick work and all inner sides of pit shall be plastered with cement mortar (1:4) 15mm and including foundation concrete (1:4:8) type D-2 using stone aggregate 150mm thick, including excavation in soft/loose soil, returning filling, disposal of surplus soil within 50 metre and cement concrete(1:2:4) type B-0 as in coping etc., complete all as directed.

M&L for Pumping set, centrifugal electric driven 3 phase AC 50 Hz supply capable of delivering 250 LPM at 51 m head not less than 5WHP to electric motor of suitable size with gun metal/bronze impeller duly fixed on foundation as per OEM specification alongwith vibration absorbing shoes for pumps (for Pinto Park Pumping installation) all as specified and directed by Engr-in -charge.

EXTERNAL ELECTRIC SUPPLY

Supply, installation, testing and commissioning of integrating with existing HT switchgear at Shekawati , HT panel with Vacuum circuit breaker indoor totally enclosed sheet steel clad floor mounting, vermin proof, IP-4X fully interlocked Horizontal isolation, extensible, horizontal draw out, air insulated, metal clad switchboard having double isolation features complete as detailed below. The switchboard shall be complete with necessary PVC insulated copper busbars, control wiring, labels, cable eyes, cable termination to receive XLPE cables, foundation bolts and suitable for operation on 11kV 3 phase, 50 cycle, earthed system with arropriate rupturing capacity at 11 kV corresponding to fault level 25 kA for 3 sec or 26.3 kA for 1 sec, consist of following:- i) Air insulated metal clad housing - 1 no ii) Three phase PVC insulated copper busbars of appropriate rating - 1 set iii) Single pole cluster type isolating contacts i.e. plug and switches iv) Triple pole draw out truck mounted 800 amps 11 kV Vacuum circuit breaker fitted with arc control devices and earthing truck - 1 no v) Trip free, motor charged spring release closing mechanism complete with necessary auxiliary switches, emergency hand trip device and mechanical 'OFF' & 'ON' indicator - 1 no vi) 24 Volt DC shunt trip coil - 1 no vii) 230 volt motor wound spring charge mechanism - 1 no viii) Dual Core Cast resin CT of ratio 200/100:5, one core class 1.0, 15 VA burden for metering and second core class 5P10, 15 VA for protection - 3 nos ix) TP Cu busbar with current density of 1.6 A per sq.mm, suitable to with stand symmetrical fault level of 26.3kA for 01 second at 11 kV exteded upto existing panels for integration with existing system.

Note : (i) The drawing will be approved by Accepting Officer before placing the order. (ii) Precommissioning test by SEI/EI from HQ CEWC is included in overall cost quoted by contractor.

Taking out the existing HT Cable from trenches, road, wall & refixing the same after rerouting in new trenches including jointing and testing all as directed at site. Note:- Earth work, sand cushioning & mechnical protection required will be measured and paid for seperately under respective items of Sch 'A'.

Taking out the existing LT Cable from trenches, road, wall & refixing the same after rerouting in new trenches including jointing and testing all as directed at site. Note:- Earth work, sand cushioning & mechnical protection required will be measured and paid for seperately under respective items of Sch 'A'.

Taking down the existing steel poles of any size and lenght upto 11 mtrs from the site and clearing the site including transporting to MES store yard and depositing complete all as specified and directed.

Supply and fixing cable route indicator made out of PCC (1:2:4) type B-1 using 20mm graded stone aggregate of size 20cmx20cmx90cm duly curved at the top of the indicator duly engraved the “MES HT CABLE” including properly grouting in PCC (1:3:6) type C-1 20mm graded stone aggregate complete all as specified and directed.

M & L Chemical earthing with Earth electrode 17.2 mm dia Copper cladded rod with 250 microns of copper cladding. The length is 10 ft. (option of two pcs. 5 ft. each with a coupler is available). The upper section of rod will have a strip of 25x2 mm 200 mm brazed just 150 mm below the top. This will have two holes of 9 mm on each side. four strips of 25x2 mm 1.5 mtr. length are provided with each rod for horizontal spread of elctrode.Each rod is supported with 2 bags of 25 Kg each ASEM GB/CG the low resistivity Soil Enhancement Compound.The ASEM CB is recommended for use in sandy/rocky soil). A poly-plastic pit cover is provided with one system, in places where the deep digging is cost prohibitve the electrodes can be mounted in L shape keping 2 ft. Vertical + 8 ft. Horizontal. A terminal plate is pre-fixed with top section for load calculation. Notes: The rates quoted shall include for the followings (i) Polycarbonate cover (ii) Copper strip up to 7.5 mtr, (iii) Earth work in any type of soil

PQC FLOORING/PAVEMENT AND ROAD

Rolling and consolidating formation surface in cutting to camber by using earth compactor of capacity exceeding 8 tonne and not exceeding 15 tonne or compaction methodology recommended by soil test agency to under OMC to achieve the min 98 % MDD determination using modified proctor density determination method as per IS code of existing soil complete all as specified and as directed.

Excavation over area not exceeding 1.5 m deep in soft/loose soil and getting out including removal and stacking up to 50 mtr away from the starting point and mixing OPC 43 gde cement by dry wt of soil by mechanical means inlcuding watering, levelling, rolling, compaction using 8-10 Ton power roller & curing over compacted sub grade to achieve desired K-Value of 5 kg/sqcm/cm and 98% modified procter density complete all as specified and as directed. Note: Cement required for mixing shall be measured and paid Separately under respective item

Suuply only OPC 43 Gde Cement complete all as direceted. Note: Cement supplied under this item shall be incorporated in item No 22.20 only.

M & L for 300mm thick (compacted thickness) GSB (Granular Sub Base) grading V in two layer of 150mm each as per table 400-I MORTH specifications, spread, rolled and consolidated to required gradient and camber complete using motor grader on prepared surface and compacting with with vibratory roller 8-12 tonne capacity and maintaining the required density, grading and moisture content as per MORTH specifications, compacted stabilised sub base of 98% MDD complete all as specified and as directed

M & L for 150mm thick (compacted thickness) GSB (Granular Sub Base) grading V as per table 400-I MORTH specifications , spread, rolled and consolidated to required gradient and camber complete using motor grader on prepared surface and compacting with with vibratory roller 8-12 tonne capacity and maintaining the required density, grading and moisture content as per MORTH specifications, compacted stabilised sub base of 98% MDD complete all as specified and as directed.

M&L 300 mm thick (compacted thickness) Wet Mix Macadam (WMM) in four layer of 75mm each with coarse aggregates of specified grade as per MORTH, spread, rolled and consolidated to required gradient and camber complete using mechanical sensor paver and tendem vibratory roller/earth compactor of capacity exceeding 8 tonne and not exceeding 15 tonne at OMC to achieve the min 98 % density of MDD determined using modified compactor density determination method as per IS code on prepared subgrade complete all as specified.

M&L 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) in two layer of 75mm each with coarse aggregates of specified grade as per MORTH, spread, rolled and consolidated to required gradient and camber complete using mechanical sensor paver and tendem vibratory roller/earth compactor of capacity exceeding 8 tonne and not exceeding 15 tonne at OMC to achieve the min 98 % density of MDD determined using modified compactor density determination method as per IS code on prepared subgrade complete all as specified.

M&L for Dry lean cement concrete (DLC) of average thickness 125 mm with 7 days compresive strength of 10 N/mm² with minimum cement (OPC) content of 180 Kg/Cum using gradient as per MORTH specification and as per design mix, spread, rolled and cosolidated to required camber and gradient using necessary sensor paver and tendem vibratory roller of capacity exceeding 8 tonne and not exceeding 12 tonne capacity complete all as specified and as directed.

M&L for Dry lean cement concrete (DLC) of average thickness 150 mm with 7 days compresive strength of 10 N/mm² with minimum cement (OPC) content of 180 Kg/Cum using gradient as per MORTH specification and as per design mix, spread, rolled and cosolidated to required camber and gradient using necessary sensor paver and tendem vibratory roller of capacity exceeding 8 tonne and not exceeding 12 tonne capacity complete all as specified and as directed.

M&L for 10mm thick Sand layer under HDPE sheet including watering, complete all as specified

Supply only virgin, synthetic, monofilament polyster fibres (IS : 667) of cut length12 mm to 18 mm (IS : 10014 (Part 1) non circular equivalent fibre diameter 15-40micron (Annexure 'L' of IS 16481 : 2016), Aspect ratio 450-800 (Annexure 'M' of IS 16481 : 2016)inert to concrete environment designed for minimum tensile strength 300 Mpa melting temperature 250 degree celcious (Annexure 'J' of IS 16481 : 2016) Minimum glass transition temp 80 degree celcius (Annexure 'J' of IS 16481 : 2016) and having specific gravity 1.34 to 1.39 (Annexure 'H' of IS 16481 : 2016), Minimum intrinsic viscosity dl/gm - 0.60 (Annexure 'K' of IS 16481 : 2016) Minimum Secant modulus (1000MPa - 6 IS : 235), Minimum ultimate elongation percent - 15 (IS : 235) and functional requirement as per table 3 at Para 4 of IS16481:2016 .

Material and labour for forming 25 mm wide expansion joint for 400 mm thick concrete slab by cutting the full depth using diamond cutter filled with compressible synthetic filler board HD-100 for complete depth of joint, provn of applying two coats primer, closed cell backup rod 30 MM dia, filled with polyurethane sealent (min depth of sealent above backup rod shall be of 15 mm) complying with BS:5212 1990, IRC-57-2006, BS-4252 and EN-141875-2003, priming the side min Movement Accommodation Factor (MAF) ± 30% with ten years performance gurantee and applying masking tape on edge of joints to prevent accidental spillage of sealent on top surface to give neat finished to sealent and removing the masking tape after sealent is applied by mechanical means all as specified and directed.

Material and labour for forming 25 mm wide expansion joint for 150 mm thick concrete slab by cutting the full depth using diamond cutter filled with compressible synthetic filler board for complete depth of joint, provn of applying two coats primer, closed cell backup rod 30 MM dia, filled with polyurethane sealent (min depth of sealent above backup rod shall be of 15 mm) complying with BS:5212 1990,IRC-57-2006, BS-4252 and EN-141875-2003, priming the side min Movement Accommodation Factor (MAF) ± 30% with ten years performance gurantee and applying masking tape on edge of joints to prevent accidental spillage of sealent on top surface to give neat finished to sealent and removing the masking tape after sealent is applied by mechanical means all as specified and as directed.

Material and labour for forming construction joint 25 mm deep and 10 mm wide using diamond cutter providing of applying two coats primer, closed cell backup rod 12 MM dia sealed with polyurethane sealent (minimum depth of sealent 12 mm) complying with BS:5212 1990, IRC-57-2006, BS : 4254 and EN-41875-2003, priming the side min MAF + or - 30 % with ten years performance gurantee and applying masking tape on edge of joints to prevent accidental spillage of sealent on top surface to give neat finished to sealent and removing the masking tape after sealent is applied by mechanical means all as specified and directed.

Material and labour for Forming Dummy joint 1/3 (115 to 135 mm) of depth of slab and top 25 mm, 8 mm wide to receive PU and remaining 3 mm wide (using diamond cutter) providing backup rod 10 mm dia sealed including with applying two coats primer after filled with polyurethane sealant (minimum depth of sealent 12 mm) complying with BS:5212 1990, irc-57-2006, BS : 4254 and EN-41875-2003, priming the side min MAF + or - 30 % with ten years performance gurantee and applying masking tape on edge of joints to prevent accidental spillage of sealent on top surface to give neat finished to sealent and removing the masking tape after sealent is applied by mechanical means all as specified and directed.

Material and labour for Forming Dummy joint 1/3 (50 mm) of depth of slab and top 25 mm, 8 mm wide to receive PU and remaining 3 mm wide (using diamond cutter) providing backup rod 10 mm dia sealed including with applying two coats primer after filled with polyurethane sealant (minimum depth of sealent 12 mm) complying with BS:5212 1990,IRC-57-2006, BS : 4254 and EN-41875-2003, priming the side min MAF + or - 30 % with ten years performance gurantee and applying masking tape on edge of joints to prevent accidental spillage of sealent on top surface to give neat finished to sealent and removing the masking tape after sealent is applied by mechanical means all as specified and as directed.

Material and labour for painting lines, dashes (continous/uninterrupted) arrows, letter etc on pavement of runway exceeding 10cm width two coats of paint over coat of primer including preparation of surface with approved water based paint using mechanical sprayer complete all as specified and directed.

Material and labour for preparation of new untreated surface to receive thermoplastic paint and making of guidelines dashes arrows letters etc. with reflective Thermo Plastic Paint 2 to 2.5mm thick white golden, or yellow colour as required, using glass beads necessary for achieving reflection on roads, pavements and the of any description and any width complete all as specified and directed.

M&L for Bituminous premix semi-dense asphaltic concrete 30 mm consolidated thickness with 5.5 % binder content by weight of total mix (Paving bitumen VG-30) laid with mechanically paver and material transported in tipped (covered) rolled and compacted to required camber and gradient with 8 to 10 tonne power roller complete all as specified and directed. Note: The binder content indicated above is minimum. In case of increase in binder quantity during design mix, no extra PAYMENT SHALLBE ADMISSIBLE

REFRIGERATION & COOLING APPLIANCES

Supply and fix water cooler fully stainless steel, electric driven (single phase) having storage capacity 80 ltr and nominal cooling capacity of 40 ltrs per hour including PVC conection and all fixing arrangements complete all as specified and directed by Engr-in-charge.

Supplying & fixing refrigerator electric driven single phase AC 240 volts of capacity 310 Ltr, BEE 5 star rated complete all as specified and directed by Engr -in-charge.

Supplying & fixing deep freezer electric driven single phase AC of glass top of 320 litre capacity having double door.complete all as specified and directed by Engr -in-charge.

Supply and fixing Voltage stabilizer for automatic operation single phase naturally air cooled , indoor type and designed for input variation between 160 Volt to 290 Volt , with accuracy of 3 mts +/- 20 Sec ITDS and of 2 KVA capacity for deep freezer complete all as specified and directed by Engr-in-charge.

Supply and fix water heater storage vertical type, electric, SP AC supply of capacity 25 litres BEE 5 star rated with external thermostat with CP connection suitable for 15mm dia pipe Hot & Cold complete all as specified and directed by Engr-in-charge.

BOREWELL

Drilling of trial bore 150 mm dia not exceeding 200 mtr depth below ground level through any kind of soil strata including hard stone / boulder by using suitable drilling method etc complete all as specified and directed

Development of trial bore by reaming upto 525 mm dia from ground level upto & including a depth of 45 mtrs in steps all as specified and directed.

Development of trial bore by reaming upto 450 mm dia from ground level upto & including a depth of 45 mtrs in steps all as specified and directed.

Electric logging in pilot bore for precise delineation of granular zones as also the quality of ground water including report interpretation complete as specified. Note:- Electric logging shall be carried out by any approved Govt Agency.

Supplying and assembling including jointing, lowering & fixing in position ERW casing pipe fine cut of internal dia 150 mm bore of thickness 8 mm confirming to IS 4270-2001 (ISI marked) including sockets and jointing length of pipe by mild steel socket threaded by electric arc welding both sides all as specified and directed by the Engr-in Charge.

Supplying and assembling including jointing, lowering & fixing in position ERW casing pipe fine cut of internal dia 100 mm bore of thickness 5.4mm confirming to IS 4270-2001 (ISI marked) including sockets and jointing length of pipe by mild steel socket threaded by electric arc welding both sides all as specified and directed by the Engr-in Charge.

M&L for packing pea graval 3 to 5 mm of size as per IS of natural shape brought directly from river bed and packing around the casing pipe of MS to entire depth upto ground level all as specified and as directed

Supply and fixing MS centralising guide made out of 40x6 mm and 15 cm length MS flat iron all as specified and as directed

Supply lowering and fixing/ jointing 150 mm bore low carbon galvanised (LCG) strainer 3 mtr/ 6 mtr long min 6 mm thickness each conforming to IS 8110:2000 including mild steel socket threaded by electric arc welding both sides all as specified and directed with aperture 0.75 mm to 1 mm as per requirement. Make : Johnson Screen/ manufacturer with BIS licence.

Supply and fixing well cap suitable for 200 mm bore housing pipe made out of 6mm thick steel plate complete all as specified and directed.

Development of tube well by air compressed of capacity upto 500 PSI till sand/ mud free clean water of portable quality is obtained complete as specified and directed.

Development of tube well by over pumping 25% using suitable size diesel engine driven turbine pump after completion of item No 11

Supply only strata sample box with glass cover 3mm thick having internal dimension 1000x600x100mm made out of 20mm thick wrought Ist class hard wood shisham with hinges, hasp and staple including polishing complete with samples at various depth evenly 2 mtr interval met in boring including strata chart in duplicate all as directed and specified.

Yield testing for tube well by turbine pump and motor (Diesel engine driven) for discharging capacity upto 25000 Gallon/Hr as per IS requirements. Note :- Yield testing of bore well shall be carried out in presence of rep of accepting officer

M&L for Sanitary sealing of tube well with PCC (1:2:4) type B1 of suitable size using 20 mm graded aggregate complete as specified and directed

Testing of water from approved Govt lab for potability by doing chemical analysis as per norms of WHO and submission of test reports to the entire satisfaction of Engineer-in-Charge.

S&F and testing sluice vave 100 mm bore both end flanged class PN 1.6, ISI marked conforming to IS 14846-2000 with brass spindle and one number hand wheel including making new flanged joints with 3 mm thick rubber gasket with necessary bolts, nuts, washer etc of suitable size complete all as specified and as directed

S&F and testing reflux valve 100 mm bore both end flanged ISI marked including making new flanged joints with 3 mm thick rubber gasket with necessary bolts, nuts, washer etc of suitable size complete all as specified and as directed

Supply and fixing bail plug of 150 mm internal dia threaded of minimum thickness 6 mm made up of mild steel and continuous welded by electric arc welding at both ends complete all as specified and directed.

Supply and fixing cost for MS Taper reducer of 200 x 150 mm with and including socket threaded and by electric arc welding both sides all as specified and diercted by Engr-in-Charge

Supply and fixing for tail piece made out of MS pipe of size 80 mm X 100 mm, 01 mtr long of wall thick ness 5.4 mm both end flanged with suitable MS flanged with 08 Nos predrilled holes of size 16 mm and welded with 04 Nos strip made out of MS plate of size 5.4 mm thick 25 mm wide and 50 mm long and flanged end pipe should be duly painted out side only and all as specified and directed.

CAT-III LIGHTS The Work related to CAT-III Lighting has been carried in presence of Surveyor whose carried out DGPS survey.

Supplying and laying of 50mm nomimal bore medium grade GI pipe including all fittings ie. GI Socket, elbow, Tee, end cap etc (ISI marked) all as as specified and directed.

Supplying and laying of 100mm nomimal bore medium grade GI pipe including all fittings ie. GI Socket, elbow, Tee, end cap etc (ISI marked) all as as specified and directed.

Supply and drawn 4 mm dia GI wire all as specified and directed

Supplying and laying of 65 mm nomimal bore HDPE DWC pipe including all fittings (ISI marked) all as as specified and directed.

M&L for PCC 1:2:4 type B-2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete, complete all as specified and as directed by Engr-in-charge.

Cutting/ refilling n exc 1.5 m width and n exc 1.5m in depth; for trenches,foundation etc, or shafts, wells, manhole, pier holes etc.n exc10 sqm on plan and getting out in hard/dense soil (WMM/ GSB ) and Refilling with requierd compaction after laying of Pipes all as specified and directed as per site condition

Design Prepared of CAT-III Airfield lighting system and laying of conduits for Approx length 3.3 Km of nose wheel maneuvering alignment of aircraft (for all maneuvering area, taxiway & including turning as directed by GE) including detail design and drawing as per ICAO annexure 14DGCA and specifications acceptable to IAF authorities. This will include necessary DGPS survey and engineering team to mark all the light locations as site as per design drawing for cat-III airfield maneuvering area, taxiway & including turning lighting complete all as per instructions terms and conditions all as directed. Five sets of complete drg to submitted (Maneuvering area, taxiway & including turning) complete all as directed. Note: (i) All work related to laying of conduits for CAT III & their DGPS survey has to be coordinated at initial stage or before beginig of pavement work in coordination with IAF station authority & GE. (ii) DGPS Survey and laying of conduit shall be got executed from one of the following firms as approved by the Accepting Officer ; M/s TATA Power (SED), M/s AMA Pvt Ltd, M/s Honeywell Automation Ltd, M/s Three D Integrated Solution Ltd, , M/s Vardhaman Airport Solution Pvt Ltd., M/s YPR Engineering Solutions Pvt. Ltd. (iii) Supply and laying of conduit shall be measured and paid separately in respective BOQ Items. (iv) 2/3 Employees as Surveyor (firms as approved Ser No (ii)) present at Site during the laying of conduits for marks location of light on ground as per approved Design . (v) After completion of laying of conduits final completion drg 04 Sets ,A1 Size and one CD soft copy submitted by firm as duly approved by GE /IAF

DEMOLITION AND DISMANTALING

Dismantling of galvanized mild steel two strand barbed wire from all existing mild steel or RCC fencing post etc. complete all as specified and as directed.

Dismantling of concertina coil of any dia any type in any description complete all as specified and as directed.

Removal of demolished material for depositing outside Defence premises on discretion of contractor complete all as specified and as directed. Note: Contractor shall remove the material outside MoD land and nothing extra shall be admissible on this account.

Demolition of cement concrete (PQC) of any description as in Dispersal/Taxi link, without disturbing the adjacent sides of slabs by cutting with mechanically operated diamond cutter, complete all as specified and as directed.

Demolition of DLC/WMM/GSB/Hard Core of any description as in Dispersal/Taxi link under the PQC,complete all as specified and directed.

B/R WORK

S&F of Venetian blinds (vertical rolling type) for windows of any colour and size including all necessary fittings and fixtures complete all as specified and as directed.

PRIME COST SUM Design, Supply and install testing and commissioning multi stage submersible pump set alongwith bronze impeller, directly coupled with motor, suitable for 150 mm bore well operated on AC 3 phase, voltage range 440V, 50 Hz and control panel outdoor type complete. The motor casing shall be of stainless steel, pump shaft/ motor shaft shall be of stainless steel, pump bowls shall be of high graded cast iron all as specified and directed. The pump and motor shall comply to all the requirements of relevant IS and Submerssible cable 3 core multi stranded copper conductor PVC insulated, water proof, ISI marked of suitable size for connecting bore well submerssible pump sets. Note: i) The tenderer are required to work out and quote their rates for item of works in the manner set out in condition 5 of IAFW-2249 and quote their rates per unit in “figures” and percentages derived by the software, the amount quoted by tenderer in figures shall not exceed the percentage of 15%(Plus). In the event of percentage quoted by contractor exceeds 15%(Plus) the percentage amended to 15% over the amount inserted by department and figures amount shall be amended accordingly.

Rds Project ltd.

SARAOGI BUILDERS LIMITED

Varindera Constructions Limited

VISHAL INFRASTRUCTURE LTD

Dineshchandra R.Agrawal Infracon Pvt.Ltd