PROVISION OF CERTAIN INFRASTRUTURE WORKS AND CONNECTED SERVICES UNDER GE AF JORHAT

Amount

SCHEDULE 'A' PART- I (BUILDINGS/STRUCTURES) Details of prepriced Schedule is given in tender documents

SCHEDULE 'A' PART- II (SITE CLEARANCE, SITE DEVELOPMENT AND EARTH WORK) Details of prepriced Schedule is given in tender documents

SCHEDULE 'A' PART- III (INTERNAL WATER SUPPLY) Details of prepriced Schedule is given in tender documents.

SCHEDULE 'A' PART- IV (INTERNAL ELECTRIFICATION) Details of prepriced Schedule is given in tender documents.

SCHEDULE 'A' PART-V (ROAD, PATH, HARD STANDING, CULVERT, TAXI TRACK AND DISPERSAL) Details of prepriced Schedule is given in tender documents.

SCHEDULE 'A' PART-VI (SEWAGE DISPOSAL) Details of prepriced Schedule is given in tender documents.

SCHEDULE 'A' PART- VII (FENCING AND GATE) Details of prepriced Schedule is given in tender documents.

SCHEDULE 'A' PART- VIII (RAMP AND FIRE POINT) Details of prepriced Schedule is given in tender documents.

SCHEDULE 'A' PART-IX (STATIC WATER TANK) Details of prepriced Schedule is given in tender documents.

SCHEDULE 'A' PART- X (EXTERNAL WATER SUPPLY) Details of prepriced Schedule is given in tender documents.

SCHEDULE 'A' PART- XI (EXTERNAL ELECTRIFICATION) Details of prepriced Schedule is given in tender documents

SCHEDULE 'A' PART-XII (DEMOLITION / DISMANTLING) Details of prepriced Schedule is given in tender documents

SCHEDULE 'A' PART -XIII (MISCELLANEOUS ITEMS) NOTE: This part of Schedule 'A' not pre-priced by MES. Bidder to quote the rates.

SITE CLEARANCE, SITE DEVELOPMENT AND EARTH WORK

Material & Labour for bringing approved earth as stipulated in 3.22.6 of SSR Part-I from outside MOD land , complete all as specified and directed.

INTERNAL ELECTRIFICATION

S & F of flameproof industrial type, CMRI certified, LED light fitting 1 x 16/20 Watt with LED tube including integral reflector made of aluminum alloy LM6, with electronic ballast, bipin holders, connector block etc. and all accesories, pre-wired and making connection with three core PVC insulated, sheathed, copper conductor cable of size 23/0.0076, complete all as specified and directed.

S & F of recess mounted LED light fitting in CRCA powder coated white housing with prewired suitable alongwith LED tube in polycarbonate housing of nominal wattage 24 Watt, with integral/in-built driver, having short circuit and surge protection including making connection with two core PVC insulated, sheathed, copper conductor cable of suitable size, complete all as specified and directed.

S & F of surface/wall mounted light fitting in CRCA powder coated white housing with prewired suitable for single 1 x 20 Watt LED tube along with supply and fixing one number LED tube in polycarbonate housing of nominal wattage-20 Watt, 1200mm long with integral/ in-built driver, having short circuitand surge protection including making connection with two core PVC insulated, sheathed, copper conductor cable of suitable size, complete, all as specified and directed.

S & F of LED security light fitting 1 x 36 Watt with pressure die cast housing with individual LEDs as light source and lens embedded PC cover having TOP opening seperate driver compartment with IP66 protection and impact resistance of IK 07 etc and all accessories prewired and making connection with three core PVC insulated, sheathed, copper conductor cable of suitable size including bracket, complete all as specified and directed.

S & F of ceiling fan, 1400mm sweep, 5 star rated, 230 V, complete with all connecting accessories, complete all as specified and directed.

S & F of flameproof ventilating fan in powder coated metallic body of size 300mm sweep, 230 volt AC, having double ball bearing with fixing MS louvers of suitable size including making connections with short length of PVC insulated, sheathed, copper conductor wire of size 0.5Sqmm, complete all as specified and directed.

S & F of ventilating fan in powder coated metallic body of size 300mm sweep, speed 1400 RPM, air delivery 1850 Cum/hour, noise level 40 to 45 dB, 230 volt AC, having double ball bearing with fixing MS louvers of suitable size including making connections with short length of PVC insulated, sheathed, copper conductor wire of size 0.5Sqmm, complete all as specified and directed.

S & F of flameproof sheet metal enclosure for MCB SPN, double door, DB, 4 way, 250V, with 200 Amp rated busbar, neutral link, din rail suitable for mounting MCBs, complete all as specified and directed.

S & F of TPN DB 415 Volt, 4 way with 100 Amps rated MCCB as incomer, copper bus bar of suitable capacity, double door on wall with and including suitable flat iron clamps duly grouted/fixed flush in the wall, complete all as specified and directed.

S & F of MCB, Single pole & neutral, 40 Amps rating, 240 Volts, 'B' Series, 10KA breaking capacity & making connection, complete all as specified and directed.

S & F of MCB, Single pole & neutral, 32 Amps rating, 240 Volts, 'B' Series, 10KA breaking capacity & making connection, complete all as specified and directed.

S & F of MCB, Single pole & neutral, 25 Amps rating, 240 Volts, 'B' Series, 10KA breaking capacity & making connection, complete all as specified and directed.

S & F of MCB, Single pole & neutral, 10 Amps rating, 240 Volts, 'B' Series, 10KA breaking capacity & making connection, complete all as specified and directed.

S & F of MCB, Single pole, 6 to 32 Amps rating, 240 Volts, 'B' Series, 10KA breaking capacity & making connection, complete all as specified and directed.

S & F of LED revolving search light fitting upto 250 Watt capacity suitable for 360 degree rotation including tripod stand for mounting of search light, complete all as specified and directed.

ROAD, PATH, HARD STANDING, CULVERT, TAXI TRACK AND DISPERSAL

M & L for bringing approved earth as stipulated in 3.22.6 of SSR Part-I from outside MOD land and forming embankement including raising earth, spreading in layers n exc 30 cm thick, watering ramming/ rolling with tandem roller ( Static and vibratory) under optimum moisture condition to 98% modified proctor density and finished to required gradient, size and camber, complete all as specified and directed. NOTE: Payment shall be made for the solid quantity arrived after consolidation.

M & L for 150mm 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 75 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, complete all as specified and directed.

M & L 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, complete all as specified and directed.

M & L 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 for achive field compaction at least 98% of MDD (maximum dry density) determined using modified procter density determination method as per IS code, complete all as specified and directed.

Material & Labour for providing 100mm thick (compacted thickness) Wet Mix Macadam (WMM) in single layer with crushed stone aggregate of specified grading, s 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, complete, all as specified and directed.

Material & Labour for providing 150mm thick (compacted thickness) Wet Mix Macadam (WMM) in two layers (each layer 75 mm thick, compacted separately) with crushed stone aggregate of specified grading, s 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, 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, s 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, complete all as specified and directed.

Material & Labour for construction of 125 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 cube of individual strength of cube shall not less than 7.5 MPa at 7 days using aggregate of grading as specified in TI/MORTH Specification. Minimum cement content shall not be less than 150 kg/cum including spreading and compacted by using mechanical paver and vibratory roller including necessary form work finshing etc. as per TI/ MORTH specification 601, complete all as specified and directed. NOTES: (a) No price adjustment shall be applicable if excess quantity of Cement content used in the work as approved in the Design Mix exceed 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 included for the laps.

Material & Labour for 150mm thick Pavement Quality Cement Concrete (PQC) work in pavement / Dispersal / taxi link of minimum field flexural strength 40 Kg/Sqcm (lower control limit) LCL after 28 days of pavement slab using minimum 400 Kg Ordinary Portland Cement Grade 43 per cum with not exc 31.5mm graded crushed stone aggregate conforming to IS: 383 (grading and other parameters as per table 600-1 of Morth) and mixed with non circular synthetic fibre reinforcement @ 0.25% of weight of ordinary portland cement grade 43 of PQC or as per manufacturers instuction, mixed in batching plant transported to site, laid in panels, spread and compacted using fixed form paver , mechanically vibrated and bull nosing / rounding off the edges, curing compund, finishing the surface by brooming without using extra cement etc including necessary form work etc complete all as specified and directed. Notes : (a) Flexural strength shall be established by beam test and design mix formula should be compatible to as per IRC-44-2017, IS-456. (b) The non circular fibre synthetic reinforcement mixed with concrete shall be measured and paid separately as ‘Supply only’ under respective item of BOQ. (c) All types of joints shall be measured and paid separately under respective items of BOQ. Curing compound shall be applied at the paving stage after broom finish and surface is dry and rate for use of curing compound shall be included in the unit rate quoted. (d) No deduction shall be made from concrete for space occupied by construction and dummy joint. However, deduction shall be made for the space occupied by expansion joints. (e) Cost of any admixtures required to achieve the desired properties of concrete shall be deemed to be included in the unit rate quoted for PQC nothing extra shall be paid on this account. (f) No price adjustment shall be applicable if excess quantity of Ordinary Portland Cement grade 43 content used in the work as approved in the Design Mix exceed 400 Kg. (g) The rate quoted shall be inclusive of use and waste of form work for total thickness. (h) Surface shall be finished by traverse brooming of maximum 1.5 mm deep as per ICAO or as per requirement of Air Force Authority. (j) Ordinary Portland Cement grade 43 shall only be used.

Material & Labour for 425mm thick Pavement Quality Cement Concrete (PQC) work in pavement / Dispersal / taxi link of minimum field flexural strength 45 Kg/Sqcm (lower control limit) LCL after 28 days of pavement slab using minimum 400 Kg Ordinary Portland Cement Grade 43 per cum with not exc 31.5mm graded crushed stone aggregate conforming to IS: 383 (grading and other parameters as per table 600-1 of Morth) and mixed with non circular synthetic fibre reinforcement @ 0.25% of weight of ordinary portland cement grade 43 of PQC or as per manufacturers instuction, mixed in batching plant transported to site, laid in panels, spread and compacted using fixed form paver , mechanically vibrated and bull nosing / rounding off the edges, curing compund, finishing the surface by brooming without using extra cement etc including necessary form work etc complete all as specified and directed. Notes : (a) Flexural strength shall be established by beam test and design mix formula should be compatible to as per IRC-44-2017, IS-456. (b) The non circular fibre synthetic reinforcement mixed with concrete shall be measured and paid separately as ‘Supply only’ under respective item of BOQ. (c) All types of joints shall be measured and paid separately under respective items of BOQ. Curing compound shall be applied at the paving stage after broom finish and surface is dry and rate for use of curing compound shall be included in the unit rate quoted. (d) No deduction shall be made from concrete for space occupied by construction and dummy joint. However, deduction shall be made for the space occupied by expansion joints. (e) Cost of any admixtures required to achieve the desired properties of concrete shall be deemed to be included in the unit rate quoted for PQC nothing extra shall be paid on this account. (f) No price adjustment shall be applicable if excess quantity of Ordinary Portland Cement grade 43 content used in the work as approved in the Design Mix exceed 400 Kg. (g) The rate quoted shall be inclusive of use and waste of form work for total thickness. (h) Surface shall be finished by traverse brooming of maximum 1.5 mm deep as per ICAO or as per requirement of Air Force Authority. (j) Ordinary Portland Cement grade 43 shall only be used.

Material & Labour for Expansion joint, 25mm thick (using high RPM diamond bit cutter) for depth of 425mm 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 forming dummy/contraction joint using diamond cutter with intial saw cut with 3mm blade soon after concrete sets for 1/3 of depth of PQC, 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 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 150 mm of hard standing 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.

SEWAGE DISPOSAL

Construction of septic tank for 50 users, complete all as specified and shown on drawings.

Construction of soakage well of size 3.25m dia and 4.5m effective depth, complete, all as specified and shown on drawings.

FENCING AND GATE

S & F of 3mm thick MS sheet as in gates, complete all as specified and directed.

S & F of concertina coil of dia 1000mm and straining and fixing necessary clips (not less than 125 clips for each bundle of coil) for securing fencing of size 100mm x 100mm, 4mm dia, complete all as specified and directed.

STATIC WATER TANK

S & F of 250mm x 10mm PVC water stop bar as in construction joint, complete all as specified and directed.

EXTERNAL WATER SUPPLY

Supply, installation, testing and commissioning of submersible mono block pumpset, electric driven, 415 V, 3 phase, suitable capacity motor but not less than 15 HP and pump having discharge of 2000 LPM at 17m head and including all necessary mounting arrangement of pumpset inside static water tank, complete all as specified and directed.

S & F flexible hose pipe suitable for lorry filling of size 200mm bore, complete all as specified and directed.

M & L for construction of brick masonary valve pit of size 100 cm x 100 cm x 100 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 providing valve pit 40 mm X 40 mm X 6 mm angle iron frame all round the fixed point 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.

M & L for construction of brick masonary valve pit of size 120 cm x 120 cm x 120 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 providing valve pit 40 mm X 40 mm X 6 mm angle iron frame all round the fixed point 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.

M & L for boring holes under road, pavement, hard standing by manual auguring/boring, including HDPE pipe of 150mm dia suitable for 0.4 Mpa working pressure, complete all as specified and directed.

M & L for 3 Core flat submersible cables of size 6.0 Sqmm with bare bunched copper conductor insulated with PVC and sheathed with PVC for submersible Pump mortors with volatge grade upto 1100 V generally conforming to IS 694: 1990, complete all as specified and directed.

EXTERNAL ELECTRIFICATION

S & F of cable route marker made up of PCC block (1:3:6) type C1 using 20mm graded stone aggreagte of size 900mm x 300mm x 100mm thick (45cm burried in ground) and properly painted as per approved brown/blue (HT/LT) and written both side with signed red colour paint (MES HT/LT cable 11000V/1100V) on route marker including necessary excavation and earthwork, complete all as specified and directed.

S & F of LED street light fitting 210/220 Watt with IP65 high pressure aluminum die cast housing acting as heat sinking and all accessories prewired and making connection with three core PVC insulated, sheathed, copper conductor cable of suitable size including bracket, clamp etc., complete all as specified and directed.

S & F of post top lanterns LED light fitting including LED light of 40 Watts made in cast aluminum spigot housing with decorative opal acrylic diffuser and IP-65 protection with all accessories including 02 meter long 50mm dia GI pipes (medium grade), prewired and making connection with three core PVC insulated, sheathed, copper conductor cable of suitable size, complete, all as specified and directed.

S & F of thermo plastic cable junction box of size 210mm x 310mm x 116mm, IP55/IP65 with metric knockouts for cable entry upto 25 Sqmm with terminals, complete all as specified and directed.

S & F of FRLS PVC insulated, PVC sheathed cable with multi stranded copper conductor of size 2.5 Sqmm, 3 core, connecting from terminal box to steet light fitting by passing through the steel swaged pole, complete all as specified and directed.

M & L for Earthing complete with copper plate electrode 30m×30cm.× 6mm 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 1.5 metres below normal ground level, connected to copper earthstrip 25 x 3mm as earth lead by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing test point all as specified complete with excavation & earthwork, PCC pit with 50mm thick RCC cover (grade M-15) having suitable handle (10mm MS Rod) 20mm dia GI pipe medium grade ISI marked watering pipe with GI funned with wire mesh 40mm bore GI pipe medium grade ISI marked for protection of earth lead conductor all as specified and as directed and testing on completion.

S & F of MCCB, 4 pole, 63 to 80 Amps, 50 Hz, 415 V with rupturing capacity 25 KA, complete all as specified and directed.

S & F of MCCB, 4 pole, 160 Amps, 50 Hz, 415 V with rupturing capacity 25 KA, complete all as specified and directed.

GEYSER AND ELECTRO STATIC DISCHARGE

S & F of electric water heater (geyser), 25 litres capacity, BEE 5 star rated, complete all as specified and directed.

Supply, installation, testing and commissioning of advanced encapsulated compund based CPRI tested maintenance free, pipe-in-pipe technology upgraded (zinc 80-100 micron with pure zinc (99.9%) & alloy 200-250 microns coated). Earthing system confirming to IS3034. The outer and inner pipe should be 48.3mm & 26.4mm, 3 m length zinc coated with additional special alloy coating 300mm on the top side for additional corrosion protection of the terminal. The annular space between the pipes being filled up with COMPACT FILL (CF) (crystalline conductive compound). The COMPACT FILL (CF) mixture which is machine pressed in the pipes should not disintegrate or collapse when outer pipe corrodes. The inner pipe should be extended with terminals for connectivity. The job includes digging the pits and refilling the same by eletrolite/ conductolite backfill compound (ground enhancer), the BFC should be eco-friendly and should not contain environmentally hazardous material/ metal having RoHS certification from NABL accredited lab. Good earth is to be arranged to fill the excavated pits by mising the same with BFC 2 to 3 bags (as per soil condiiton) including PCC pit in cement concrete 1:3:6 (20mm graded stone aggregate) and RCC cover of size 450 x 450 x 50mm in RCC 1:2:4 (20mm graded stone aggregate) reinforced with and including 8mm dia TMT bars @ 100mm centre to centre bothways, complete all as specified and directed.

S & F of copper strip 32 x 6mm, burried in ground, complete all as specified and directed.

Note: Schedule of credit (SCHEDULE 'A' PART- XIV) amount of Rs.15,35,310.00 shall be deducted from the total quoted amount of BOQ.

Phoenix Infra

SARINS

Allied Construction

AKM CONSTRUCTION AND ENGINEERING LLP

MAA BHAGWATI ASSOCIATES

M/s Gupta Construction

AKASH CONSTRUCTIONS

B D Raizada Projects Pvt Ltd