Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Road Construction
Building Construction
Eprocure
Opening Date18 Oct 2024
Closing Date24 Dec 2024
Tender Amount₹ 3,48,00,00,000
Costs
EMD
₹ 15,00,000Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_680161_1Tender No
CEAFU-17-2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Design, Fabrication and fixing of factory made pre-assembled power driven sliding blast pen door including top and bottom track and wheels, locking arrangement, door bolts, top sealing plate, frame profiles, frame structural members, internal/external covering base sheet, captive drive unit, drive control panel equiped with an independent microprocesser control unit, terminal cutoff switch, overload protection and electrically operated brake complete in all respect including installation with all fixing arrangement and commisioning all as described in particular specifications and as directed by manufacturer and Engineer-in-Charge.
Note : (i) Make and power driven sliding door shall be approved by GE out of make given in CA.
(ii) Design and power driven door shall be approved by Accepting Officer based on recommendation of CWE/GE
(iii) Load of power driven sliding door and its supporting frame work, rails and beams have been considered in the design of foundation/pedestal of blast pens.
(iv) Steel frame structur above pedestal for support system of power driven sliding door, rails, beam below the rails shall form part of lumpsum under this item. Contractor shall get the design of frame work and change in pedestal and its foundation if required shall be changed through the consultant by which the blast pens have designed. Deviation in this regard if any shall be regularised as per contract conmditions.
8
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Construction of technical store type-1 of size 3.00m x 2.00m with M-30 Design mix RCC framed structure work and galvalume steel sheet sloping roof complete all as specified and as shown on drawings.
1
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Construction of technical store type-2 of size 6.00m x 5.00m with M-30 Design mix RCC framed structure work and galvalume steel sheet sloping roof complete all as specified and as shown on drawings.
1
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Construction of Runway Controller Hut (5.25m height) with M-30 Design mix RCC framed structure work and galvalume steel sheet sloping roof complete all as specified and as shown on drawings.
1
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Construction of Runway Controller Hut (3.00m height) with M-30 Design mix RCC framed structure work and galvalume steel sheet sloping roof complete all as specified and as shown on drawings.
1
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Construction of covered parking shed 12 x 6.25m with M-30 Design mix RCC framed structure work and galvalume steel sheet sloping roof complete all as specified and as shown on drawings.
3
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Construction of Static Water Tank (SWT) 112 KL with M-30 Design mix RCC structure work complete all as specified and as shown on drawings.
3
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Total amount of Schedule 'A' PART-I (BUILDING WORK)
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Total amount of Sch 'A' PART-II (Sec-I) (INTERNAL ELECTRIC SUPPLY WORKS)
1
1973447
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SCHEDULE `A' PART-II (Sec-II) (INTERNAL ELECTRIC SUPPLY WORKS)
Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only.
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Taking down switches, sockets 5 Amp/15 Amps complete all as specified and as directed.
49
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Taking down of tube light fittings including all acessories complete all as specified and as directed..
38
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Taking down of flood light fittings including all acessories complete all as specified and as directed..
12
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Taking down DBs including MCBsof any size and capacity complete all as specified and as directed..
9
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Taking down of submain wire including all acessories complete all as specified and as directed..
30
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Supply and fixing modular type 6 A 1-way SP switch conforming to IS 3854: 2012 with finger-proof terminal complete all as specified in IS 732: 2019 and directed by the Engineer-in-Charge.
267
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Supply and fixing modular type 16 A 1-way SP switch conforming to IS 3854: 2012 with finger-proof terminal complete all as specified in IS 732: 2019 and directed by the engineer-in-charge.
16
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Supply and fixing modular type 2/3 pin combined shuttered type 6 A socket, conforming to IS 1293: 2005 complete all as specified in IS 732: 2019 and directed by the engineer-in-charge.
44
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Supply and fixing modular type 2/3 pin combined shuttered type 16 A socket, conforming to IS 1293: 2005 complete all as specified in IS 732: 2019 and directed by the engineer-in-charge.
16
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Supply and fixing modular type 20 A 1P MCB with socket, conforming to IS 60898- 1: 2002 complete all as specified in IS 732: 2019 and directed by the engineer-in-charge.
30
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Supply and fixing load line distribution board TPN vertical, 4 way double door type, fixed on wall semi flush with incoming MCCB 4 poles and, busbars , neutral link, blanking plates complete with all accessories all as specified and as directed by Engineer-in-Charge. Note: Outgoing MCBs shall be measured and paid separately.
4
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Supply and fixing 63A, 4 pole, moulded case circuit breaker (MCCB) with thermal magnetic trip unit (TMD), compression lug connectors, protection against overloads (Ir adjustable from 0.7- 1 X In), protection against short circuits (Isd adjustable from 5- 10 X Ir), inbuilt encapsulated double break roto active type instanteneous protection, earth fault leakage protection, etc. having Ics = 100% = Icu = 16 kA as per IEC 60947-2 and suitable for 3-Phase, 415 V, 50 Hz electric supply complete all as specified and directed by Engineer-in-Charge.
4
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Supply and fixing MCB, 16A, 230 V, 50 Hz, 2P ('C' curve), conforming to IS/IEC 60898-1-2002, having breaking capacity Icn = 10 kA, sliding bottom clamp, colour coded on/off indication on dolly, bi-connect IP 20 protected lower terminals and sliding shutters, etc. complete all as specified in IS 732: 2019 and directed by the Engineer-in-Charge.
5
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Supply and fixing 20 W surface / wall mounted LED batten capable of delivering 2100 lumen, having PC diffuser, luminous efficacy of 90 lumen/W, CRI 80, PF 0.9, CCT 6500K, independent isolated SMPS based constant current electronic LED driver with THD 20%, surge voltage protection and other safety tests as per IS 15885 (Part-2/Sec-13): 2012, polycarbonate diffuser, housed in powder coated white extruded aluminium channel housing, white coloured ABS end caps, IP 20 protection, input voltage range 140- 270V, input frequency 50- 60 Hz, including electrical connection with 3 core flexible copper conductor cable of appropriate size from ceiling rose to the fixture complete all as specified and directed by the Engineer-in-Charge.
19
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Supply and fixing 10W 2 Feet LED Batten capable delivering 1000 lumen having luminous efficacy of 100 lm/W, starting time 0.5 s, CRI 80, CCT 6500K, PF 0.9, input voltage range 140- 270 V, input frequency 50- 60 Hz and B22 socket including electrical connection with 3 core flexible copper conductor cable of appropriate size from ceiling rose to the fixture complete all as specified and directed by the Engineer-in-Charge.
26
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Supply and fixing 150W LED Flood light having Luminous efficacy of 100, input voltage range 140-270 V, CRI 80, PF 0.9, THD 20%, surge protection 5KV including bird protection spikes, input frequency 50-60 Hz complete all as specified and directed by the Engineer-in-Charge.
24
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Supply and fixing modular type 1 module RJ-45 LAN socket all as specified and directed by the Engineer-in-Charge.
16
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Supply and fixing 1-phase 16A industrial plug With MCB, With protection of IP 54 Degree conforming to IS 60898- 1: 2002 complete all as specified in IS 732: 2019 and directed by the Engineer-in-Charge.
14
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Supply and fixing 3-phase 32A industrial plug With MCB, With protection of IP 54 Degree conforming to IS 60898- 1: 2002 complete all as specified in IS 732: 2019 and directed by the Engineer-in-Charge.
6
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Supply and fixing LED 36W 2 X 2 recessed light, 6500K, complete all as specified and directed by the Engineer-in-Charge.
52
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Supply and fixing 200W LED HIGHBAY light having Luminous efficacy of 100 lumen/W, input voltage range 140-270 V, CRI 80, PF 0.9, THD 20%, surge protection 5KV including bird protection spikes, input frequency 50-60 Hz complete all as specified and directed by the Engineer-in-Charge.
16
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Supply and fix 30W LED aviation light over the base using GI pipe 25mm dia light grade, comprising of aluminium housing with polycarbonate enclosure with connection by flexible wire nearest to available electric connection complete all as specified
7
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Supply and fixing BULB HOLDER with LED bulb 7W, having Luminous efficacy of 100 lumen/W, input voltage range 140-270 V, input frequency 50-60 Hz complete all as specified and directed by the Engineer-in-Charge.
14
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Supply and fixing sinmgle phase 240V, 2kW 25 liter storage water heater geyser, 5 star rated and with all mounting accessories complete all as specified and directed by the engineer-in-charge.
10
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Supply and fixing PVC conduit pipe size 150mm dia complete all as specified and directed by the Engineer-in-Charge. (For cable passing purpose)
130
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Supply and fixing M.S. conduit pipe size 25mm dia complete all as specified and directed by the Engineer-in-Charge. (For LAN/Telephone wiring)
375
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Total amount of Sch 'A' PART-II (Section-II) (INTERNAL ELECTRIC SUPPLY WORK)
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Total amount of Sch 'A' PART-III (Section-I) (INTERNAL WATER SUPPLY WORK)
1
103641
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SCHEDULE `A' PART-III (SECTION-II) (INTERNAL WATER SUPPLY WORK) Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only.
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Supply and fixing Two way bib cock with wall flange quarter turn (Low-flow) 16 mm dia complete all as specified and directed by Engineer-in-Charge.
Make - Jaquar Model No KUP-35041PMGE (1.3 LPM) or equivalent in Crab Tree/Kohler brand
10
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Supply and fixing Fancy type long nose bib tap, cast copper alloy (ISI Marked ) with cruth ,or butterfly handle,chromium plated, screwed down, screwed for iron pipe or brass and fixed for 15 mm bore pipe.complete all as specified and directed by Engineer-in-Charge.
Make: Jaquar Model No. CON-CHR-107KN or equivalent in Crab Tree/Kohler
8
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Supply and fixing 15 mm bore Brass WHB Mixer ( 2in 1) for mixing hot & cold water screwed down for iron pipe including all fittings and flange,etc complete all as specified and directed by Engineer-in-Charge.
Make: Jaquar Model No. FLR -CHR-5167NBG (2.5 LPM) or equivalent in Crab Tree/Kohlercomplete all as specified & as directed.
2
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Total amount of Sch 'A' PART-III (Section-II) (INTERNAL WATER SUPPLY WORK)
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Total amount of Sch 'A' PART-IV (SECTION-I) (AREA DRAINAGE WORKS CONTAINING BOX CULVERT (ESSENTIAL), RCC STORM WATER DRAIN AND GEO DRAIN)
1
354664598
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SCHEDULE `A' PART-IV (SECTION-II) (AREA DRAINAGE WORKS CONTAINING BOX CULVERT (ESSENTIAL), RCC STORM WATER DRAIN AND GEO DRAIN) Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only.
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Material and labour for 150 mm dia PVC perforated pipe complete all as specified and as directed
5867.2
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Material and labour for 150 mm dia PVC non perforated pipe complete all as specified and as directed
10400
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Material and labour for Geo Fabric Sheet complete all as specified and as directed
2686.79
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Material and labour for pre-cast, perforated reinforced cement concrete M-30 (design mix) using 20mm graded crushed stone aggregates, as in slabs supported on walls, beams and columns in floors, roofs, landings and the likes including necessary form work to get fair finished flat surfaces of concrete complete all as specified and as directed.
4253.6
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Total amount of Sch 'A' PART-IV (SECTION-II) (AREA DRAINAGE WORKS CONTAINING BOX CULVERT (ESSENTIAL), RCC STORM WATER DRAIN AND GEO DRAIN)
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Total amount of Sch 'A' PART-V (FOD TRAP WORKS)
1
63866932
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Total amount of Sch 'A' PART-VI (SEC-I) (SEWAGE DISPOSAL WORK)
1
172117
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Sch 'A' PART-VI (SEC-II) (SEWAGE DISPOSAL WORK) Note: This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col 05 signifies this fact only.
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Supply and fixing of LLDPE tank for 10 users including vent shaft and other necessary fixing arrangment including necessory excavation, earth work and other civil works ar per manufacturer's recommendation complete all as specified and as directed
Make- Sintex, Code No. PWTS-AM-300-01 or equal approved Make of Comfert polymers or Polycon
4
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Material and labour for Soakage wells of size 1.20m dia X 1.50m deep (effective depth), including excavation and earth work in any type of soil, foundation in PCC 1:3:6, brick masonry 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, complete all as specified and as shown in drawings.
4
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Total amount of Sch 'A' PART-VI (SEC-II) (SEWAGE DISPOSAL WORK)
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Sch 'A' PART-VII (MOORING RING AND DTGM BOARD) Note: This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col 05 signifies this fact only.
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Material and labour for Mooring Ring by making circular hole of dia 200mm and depth 50mm with M-40 concrete, cut to shape using concrete cutter by DCH 300 or HILTI DD 200 machine (water cooled) making holes 2 Nos of dia 24mm and depth 200mm using TE 70 combi hammer, grouting the holes with HILTI HY 150 injection chemical for 2 holes (Approx 100ml per hole) & fixing of 20mm dia round bar and filling up the circular portion of 200mm dia after grouting the re-bar using solid grout with high flow non-shrink cementious grout "conbextra" after applying a bonding coat using 'Nito Bond EP' as per manufacturer's instructions etc complete all as specified and as shown on drawings.
42
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Supply and fixing of Visibile DTGM's (two aspect display/sign boards). Each comprising and inclusive of the following works :
(a) DTGM board made of engineering plastics having monolithic structure to with stand temperature variation from extreme cold environments to sheltring hot conditions each side having size of 1.20m x 1.50m. (b) Main frame shall be made of angle iron 50x50x6 mm duly painted with anti-corrosive paint of superior quality. (c) Frame (iron) shall be pitched into metal conduit of appropriate size/dia (as per manufacturer's instruction), 600 mm long embedded in PCC block (type B-1) of size 150 x 150 x 750 mm including necessary excavation and earth work in any type of soil. (d) The DTGM board sheets should be designed with eight equal spaces holes of 100 mm dia to reduce resistance to wind, ensuring that the board withstands fatal windforce. (e) Wooden bracing of size 50 mm x 15 mm thick shall be of 1st class HW duly seasoned and painted with 2 coats of sythetic enamel paint over a coat of pink primer. NOTES :
(i) Structure specially reinforced with antimony trioxide and methlamineacrylat to withstand high velocity wind.
(ii) Sketches showing front and rear view of DTGM board & letter.
39
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Dismantaling of existing DTGM's including frame work and removal out complete all as specified and as directed.
39
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Total amount of Sch 'A' PART-VII (MOORING RING AND DTGM BOARD)
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Total amount of Sch 'A' PART-VIII (Section-I) (EXTERNAL WATER SUPPLY WORK)
1
758260
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Sch 'A' Part-VIII (Section-II) (EXTERNAL WATER SUPPLY WORK) Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only.
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Cutting the CI/MS/GI pipes 50 mm dia bore and reducing to required length / for insertion of tee for new CI/MS/GI pipe connections all as directed.
2
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Supply and lay in trenches ductile iron pipes, socket and Spigot ends, of size DN150 mm dia bore, ISI marked Centrifugally Cast (Spun) Ductile Iron Pressure pipes conforming to IS:8329/2000 classification K-9 rating with nominal wall thickness 6.0mm, suitable for push-on-joint(Rubber gasket-D jointing) with cement mortor lining inside the pipes and outside zinc coating with Bituminous finish coat as per IS:8329/2000 including EPDM rubber joints conforming IS: 5382 of 1985 all as specified and as directed by Engineer-in-charge.
300
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Material and labour for construction of valve chamber of size 1000 x 1000 x 1000 mm deep dimensions (Over all internal dimension) for control valve etc. with PCC foundation, brick masonry walls, Plastering, PCC Coping, white washing, mild steel chamber cover, painting to chamber cover including Excavation and earth work in any type of soil complete all as specified below:-
Valve chamber shall be provided with the following specifications:-
(i) Cement concrete for foundation (1:4:8) type D2 using 40mm graded stone aggregate 150 mm thick extended up to 150 mm beyond the outer face of block masonry.
(ii) Walls of valve chamber 230 mm thick with sub class B bricks, setting in CM 1:6 complete. (iii) Internal and exposed surfaces of valve chamber both concrete and brick masonry surface shall be plastered with CM (1:4), 15 mm thick finished even and smooth.
(iv) 50 mm thick coping in PCC 1:3:6 type C1 over brick masonry wall.
(v) Entire plastered surfaces shall be treated with 3 coat of white wash.
(vi) Chamber cover shall be of 5 mm thick MS sheet with 40 x 40 x 6 mm size angle iron frame with hold fast and locking arrangement including handle. Steel surface shall be painted with two coats of synthetic paint of first quality over one coat of red oxide primer.
7
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Total amount of Sch 'A' PART-VIII (Section-II) (EXTERNAL WATER SUPPLY WORK)
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Total amount of Sch 'A'-IX (Section-I) (EXTERNAL ELECTRIFICATION WORK)
1
5524008
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Sch 'A' Part-IX (Section-II) (EXTERNAL ELECTRIFICATION WORK) Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only.
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Taking out existing HT UG cables of size 3 core 95 sqmm after disconnecting existing connections and kept in store. Note : Excavation and earth work shall be measured and paid separately under relevant items of this BOQ or Pre-priced schedule.
500
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Taking out existing LT UG cables of size 3.5 core 120 sqmm after disconnecting existing connections and kept in store. Note : Excavation and earth work shall be measured and paid separately under relevant items of this BOQ or Pre-priced schedule.
600
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Taking out existing LT UG cables of size 3.5 core 70 sqmm after disconnecting existing connections and kept in store. Note : Excavation and earth work shall be measured and paid separately under relevant items of this BOQ or Pre-priced schedule.
900
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Relaying and testing of existing HT UG cables of size 3 core 95 sqmm complete all as specified and directed by Engr - in - Charge. Note : Excavation and earth work shall be measured and paid separately under relevant items of this BOQ or Pre-priced schedule.
400
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Relaying and testing of existing LT UG cables of size 3.5 core 120 sqmm complete all as specified and directed by Engr - in - Charge. Note : Excavation and earth work shall be measured and paid separately under relevant items of this BOQ or Pre-priced schedule.
500
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Relaying and testing of existing LT UG cables of size 3.5 core 70 sqmm complete all as specified and directed by Engr - in - Charge. Note : Excavation and earth work shall be measured and paid separately under relevant items of this BOQ or Pre-priced schedule.
700
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M&L for PVC insulated electric cable sheathed with multicore copper conductor, 1100 volts grade, cross-sectional area 3 core 6 sqmm all as required at site and as directed.
300
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M&L for PVC insulated electric cable sheathed with multicore copper conductor, 1100 volts grade, cross-sectional area 3 core 2.5 sqmm all as required at site and as directed.
300
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Material and labour for Bus bar chamber outdoor type, CRCA sheet 3.15mm, 750 x 400 x 750 mm with 04 Nos aluminum bus bar 100 amp with RYB indicator lamps and Multifuncton Meter having angle iron of 50 mm x50mm X 5mm thick base frame made of MS angle iron , suitable incomer holes for cables, four legs not less than 60 cm long above ground level with natural breathing arrangements all as specified including necessary foundation bolt, grouted in PCC 1:2:4 type B-1 for mounting the panel suitable for 415 Volts, 50 C/s, 3 Phase and neutral system and internal wiring with suitable size of copper conductor including lugs for cable protection all as required at site and as directed.
5
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Supply and erecting MS pipe type pole 06 mtr long type with base plate, finial taper plug, bolts, nuts and screws complete included paining with anti corrosive paint internally complete and upto planting depth externally above planting depth with two coats of aluminium paint over coat of red oxide including providing alternate strips by Two coat synthetic enamelled paint colour as directed, 30 cm each up to 1.5 mtr above coping of concrete, complete all as specified and directed. (Street light 08 ) Note:- Excavation, PCC etc shall be measured and paid separately
8
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Supply & installation Mild steel round light 6 mtr long powder coated having bottom size 360 mm and top size 150 mm suitable for 6 lantern assembly symmetrically fitted with 4x200W LED flood Lights outdoor type, 230V AC, new generaion energy saving & environmental friendly, long life with IP 66 protection, PF 0.9, CRI7, Temp - 6500 K, Surge absorber 5 KV including PCC foundation with connected wiring, cross arm, nuts, bolts, luminaire mounting arm, pully assembly,head frame, wire rope, winch, motor, aviation obstruction light and its accessories all as required at site and as directed.
1
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Supply, testing and commissioning outdoor L.T Panel board as per IS:61439 (Part I & II) factory fabricated outdoor cubical type totally enclosed made out of 3.15 mm thick sheet metal enclosure with angle iron frame of size 50 x 50 x 06 mm, including necessary PCC foundation work with PCC 1:2:4, type B-1, CPRI approved, IP-54 for operation on 3 phase 4 wire, 440 volts 50 HZ system, with hinged panel opening doors (covers) on two sides with handles, bottom gland plate and locking arrangement consisting of sufficient Nos of circular cable entry holes at bottom only with suitable PVC/rubber/wooden bushes to prevent ingress of water/vermin etc, inside the enclosure, the required nos of holes to be fixed with chromium plated brass cable glands of suitable size for cable entry and exit complete with necessary internal wiring with stranded copper conductor FRLS PVC insulated cables of adequate size, duly with painted one coat of red oxide primer and two coats of synthetic enamel paint of gray or any other approved colour and bus bar rating minimum 450 Amp - 04 Nos mounted on epoxy insulator-01 Set complete with multifunction meter for measuring voltage, current, PF and phase indicating lamp, ammmeter with suitable size of CTs voltmeter, frequecy meter including connecting the following: -
1
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(A) Incoming :-
(i) MCCB 315 Amps, 36 KA four pole with microprossor release with all protection By pass facility, shunt & UVT with breaker ON, OFF Trip indication - 01 Nos (Main Incomer)
(ii) ON load- Changeover switch 315 Amps, 4 Pole, 415 Volts - 01 No (Main Incomer side)
(iii) Digital Ammeter and Voltmeter suitable capacities including necessary CTs & PTs - 01 Set (iv) Indicating Lamp RYB for 3 Phase - 01 Set of three LED type
(B) Outgoing :-
(i) MCCB 160 Amps, 25 KA four pole with microprossor release with all protection By pass facility, shunt & UVT with breaker ON, OFF Trip indication - 02 Nos + 01 No (Spare)
(ii) MCCB 40 Amps, 16 KA four pole with microprossor release with all protection By pass facility, shunt & UVT with breaker ON, OFF Trip indication - 02 No + 01 No (Spare)
(iii) Timer Assembly/switches 230 V Single phase,of 20amp rating with contactor fitted inside steel enclosure. - 01 No
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Supply,testing and commissioning outdoor L.T.Panel board as per IS:61439 (Part I & II) factory fabricated outdoor cubical type totally enclosed made out of 3.15 mm thick sheet metal enclosure with angle iron frame of size 50 x 50 x 06 mm, including necessary PCC foundation work with PCC 1:2:4, type B-1, CPRI approved, IP-54 for operation on 3 phase 4 wire, 440 volts 50 HZ system, with hinged panel opening doors (covers) on two sides with handles, bottom gland plate and locking arrangement consisting of sufficient Nos of circular cable entry holes at bottom only with suitable PVC/rubber/wooden bushes to prevent ingress of water/vermin etc, inside the enclosure, the required nos of holes to be fixed with chromium plated brass cable glands of suitable size for cable entry and exit complete with necessary internal wiring with stranded copper conductor FRLS PVC insulated cables of adequate size, duly with painted one coat of red oxide primer and two coats of synthetic enamel paint of gray or any other approved colour and bus bar rating 200 Amp - 04 Nos mounted on epoxy insulator-01 Set complete with multifunction meter for measuring voltage, current, PF and phase indicating lamp, ammmeter with suitable size of CTs voltmeter, frequecy meter including connecting the following :-
2
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(A) Incoming :-
(i) MCCB 125 Amps, 20 KA four pole with microprossor release with all protection By pass facility, shunt & UVT with breaker ON, OFF Trip indication - 01 No (Main Incomer)
(ii) Digital Ammeter and Voltmeter suitable capacities including necessary CTs - 01 Set
(iii) Indicating Lamp RYB for 3 Phase - 01 Set of three LED type
(B) Outgoing :-
(i) MCCB 63 Amps, 16 KA four pole with microprossor release with all protection By pass facility, shunt & UVT with breaker ON, OFF Trip indication - 01 No + 01 No (Spare)
(ii) MCCB 40 Amps, 16 KA four pole with microprossor release with all protection By pass facility, shunt & UVT with breaker ON, OFF Trip indication- 01 No + 01 No (Spare)
-
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Supply and fixing cable jointing kit for 1.1 KV grade cable for straight through joint complete with Jointing material cold Shrink type and accessories suitable for 3 ½ / 4 core XLPE, armoured, Al conductor cable of size up to 50 sqmm,Indoor/Outdoor type complete all as specified and as directed.
2
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Supply and fix cable jointing kit for 1.1 KV grade cable for straight through joint complete with Jointing material cold Shrink type and accessories suitable for 3 ½ / 4 core XLPE, armoured, Al conductor cable of size from 70 sqmm to 120 sqmm,Indoor/Outdoor type complete all as specified and as directed.
2
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Material and labour for cable pit of size 1.80m x 1.80m x 1.80m) internal dimentions, with brick masonary (1:3) cement mortar, PCC foundation, plastering and necessary excavation and earth work in any type of soil, MS sheet cover 5 mm thickness along with angle iron frame of size 40 x 40 x 6mm with locking arrangement & necessary fixing materials like hinges, nut/bolts etc and painting to MS cover with one coat of red oxide and two coats of synthetic enamel paint etc all as specified and directed.
6
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Excavation by trenchless technology by boring of holes under road, pavement, hard standing by trenchless technology using ultra sounding technique and necessary machine including HDPE pipe of 150 mm dia suitable for 0.4 mpa working pressure, underneath the existing PTT atleast 30 cm below the lowest layer of track complete all as specified and directed.
300
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Taking out existing tarmac light fittings complete and shifting to the MES Store room for their further disposal by AF authorities complete all as specified and as directed.
22
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Supply and fixing Apron light 400 watt, 230 V AC outdoor type, IP66 protection,150 Lumen/watt , CCT 6500K , power factor.9 and surge protection 20 KV having Ambient Temp between -40 C to 50 C with impact and corrosion resistant with driver, CRI80, including bird protection spikes, GI Pipe of size 50 mm, height not more than 1.50 metre, including necessary foundation bolt, grouted in PCC 1:2:4 for mounting the Apron light and bird protection spike complete all as specified and as directed.
34
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Supply & Fixing sintex box of size 325 x 220 x 150 mm (inside dimension), 3 phase including Three phase bus bar of aluminium strip with neutral link 63 A rating mounted on insulators and fixed with one Nos MCB SP 240 volts 6-32 Amps for controlling street light fittings to be mounted on poles complete all as specified and directed.
51
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Supply & Fixing Bracket for street light fitting made of 40 mm dia Light grade GI pipe, 1.2 mtr length bent to suiable shape for fixing of Street light fitting with all necessary accessories bracket, nuts, bolts,washers,Two clamps made out of flat iron two pieces of size 40mm x 6mm fabricated in shape and drilled holes for nuts and bolts all as specified and directed.
8
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Material and labour for construction of Plinth of size 2.0m 2.0m x 1.2m for transformer, using 150mm thick PCC 1:4:8 type D2 as an foundation bed , Brick work masonary in CM 1:3, the top of the plinth shall consist of 150mm thick PCC 1:2:4 type B1 (using 20mm graded stone aggregats) over 75mm thick 1:4:8 type D2 over compacted moorum filling, 10mm thick rendering in CM 1:3 on brick surface complete all as specified and directed.
2
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Supply and fixing cable route indicator at the distance of 50 mtrs each made out of 45 x 45 x 5 mm angle iron, 80 mm long embedded in PCC block of suitable size with moulded lettter HT CABLE or LT CABLE suitably incribed on CI circular plate 8 mm thick 100 dia including painting with two coats of synthetic enamelled paint over a coat of red oxide primer incl neccessary PCC 1:3:6, type C-2 (using 40 mm graded aggrregate) block of suitable size and neccessary earth work and excavation all as specified and directed.
60
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Material and labour for shifting of existing Transformer of cap not 160 KVA by disconnecting the same from existing electric circuit by taking proper shutdown from power house in written to new place within distance not exceeding 1 Km and reinstalling the same to another sub stn and making the connections complete all as sepecified and directed ( Note: Rate include the transportation cost to move the Transformer but Termination kit required for alignment will be measured and paid separetely)
1
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Material and labour for shifting of existing DG Set of cap not 100 KVA by disconnecting the same from existing electric circuit by taking proper shutdown from power house in written to new place within distance not exceeding 1 Km and reinstalling the same to another sub stn and making the connections complete all as sepecified and directed ( Note: Rate include the transportation cost to move the DG Set but required for alignment will be measured and paid separetely)
1
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Material and labour for shifting of existing LT pannel by disconnecting the same from existing electric circuit by taking proper shutdown from power house in written to new place within distance not exceeding 1 Km and reinstalling the same to another sub stn and making the connections complete all as sepecified and directed ( Note: Rate include the transportation cost to move the LT panel and necessary PCC work of as in used for foundation of the panel)
1
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Total amount of Sch 'A' PART-IX (SEC-II) (EXTERNAL ELECTRICAL SUPPLY WORK)
-
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Sch 'A' Part-X (STANDBY DG SET WORK) Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only.
-
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Supply, installation, testing & commissioning of factory assembled silent Diesel Engine driven generating set 1500 RPM of capacity 10 KVA, 3 phase, 4 wire, 415 volt, 0.8 PF (MSL complete with control panel including integrated powder coated accoustic enclosure as per CPCB regulations and duly certified by agencies / labs designated by CPCB for noise and sound pollution level, etc floor mounted including PCC foundation as per manufacturer's instructions complete all as specified and directed and comprising of the following :- (Note: 01 No for Runway controller Hut No 1 - 1 No , 01 No for Runway controller Hut No 2 - 1 No, 01 No for Chetah Dispersal - 1 No ( Total -3 Nos)
3
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(A) DIESEL ENGINE : Diesel Engine for required capacity for driving 10 KVA in the ambient conditions of Srinagar (Jammu and Kashmir) alternator multi cylinder, vertical type, 4 stroke, water cooled, electric start conforming to IS : 10001/10002/BS-5514 for continuous running capable of taking 10% overload for one hour in 12 hours complete and comprising of the following :-
-
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(i) Radiator cooling (ii) Radiator fan with guard (iii) Flywheel with starter ring (iv) Air cleaner oil bath type (v) Vacuum indicator (vi) Electronic governor class 1A (vii) Exhaust silencer (viii) Fuel filters & fuel pipelines including fuel flow meter (ix) Fuel injection pump (FIP) (x) Fan & water pump assembly (xi) Lub oil filter & Pump (xii) Oil filter (xiii) Exhaust gas driven turbo charger (xiv) Lub oil cooler (xv) Engine maintenance manual with spare parts list (xvi) Suitably designed accoustic enclosure as per CPCB -4 Norms / regulations suitable for geographic location of srinagar (xvii) Engine safety shut down system against low lub oil pressure and high water pressure
(xviii) Electric starting system with battery charging alternator and axial type starter motor including adequate number of high capacity maintenance free lead acid battery 12 volts suiatble AH (as company specified) including interconnecting cables/ leads with terminals complete with starting/ stopping switch, volt meter etc - 01 Set.
-
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(B) ENGINE INSTRUMENT PANEL digital type indicating the following : (i) Starting switch on/off (ii) Water temp guage (iii) Hour meter cum RPM indicator (iv) Lub oil pressure (v) Lub oil temperature (vi) Battery charging meter (vii) Safety alarm against high water temp and lub oil pressure
-
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(C) ALTERNATOR Shall be self excited, self regulated, brushless for 10 KVA continuous operation at the speed of 1500 RPM at 415 volts, 50Hz , three phase four wire system with advance electric voltage regulator to ensure high voltage accuracy with ± 1% with class "H" insulation and SPDP enclosure directly coupled with engine through flexible coupling and confirming IS- 13364 complete - 1 No.
-
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(D) Common fabricated base frame for engine & alternator made from structural channel, jerk proof PCC 1:2:4 type B1 foundation including adequate number of suitable anti-vibration pads all as per the recommendation of the manufacture- 01 No NOTE:- Cost of suitable size of PCC foundation is deemed to be included in the unit rate quoted by the contractor.
(E) Fuel tank (of capacity not less than 32 litres) fabricated out of 14 SWG MS sheet of capacity not less than 8 hrs continuous operation, inside canopy, with fuel level guage, drain plug, locking arrengements, etc with & including GI pipe connections duly laid as per engineering practice complete.
-
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(F) AMF CONTROL PANEL Supply, fabrication, fixing commissioning and testing, factory made, floor mounted, cubical automatic mains failure panel suitable for 10 KVA DG set, fabricated using 14 guage thick CRCA sheet, powder coated painting, suitable rated bus bar, internal wiring with control fuse, provn of connecting incoming & outgoing leads/bus bas as approved with and including the following accessories as under:-
(i) Master switch for auto/ manual/ reset/ off - 01 No (ii) Ammeter digital type 96x96 mm to read 0 - 400 amps with CTs 1 set of 3, aux supply 230 volts, AC, accuracy class 1.0 (iii) Voltmeter digital type, 96 x 96 mm to read 0 - 500 volts aux supply 230 volts, AC, accuracy class 1.0 (iv) Digital frequency meter -01 No. aux supply 230 volts, AC (v) Push button start, stop/ reset - 01 No (vi) Set of lamp for indicating load on , low pressure, high cylinder temperature, load on mains, set fails to start, low oil pressure .
-
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Supply, installation, testing & commissioning of factory assembled silent Diesel Engine driven generating set 1500 RPM of capacity 12.5 KVA, 3 phase, 4 wire, 415 volt, 0.8 PF (MSL complete with control panel including integrated powder coated accoustic enclosure as per CPCB regulations and duly certified by agencies / labs designated by CPCB for noise and sound pollution level, etc floor mounted including PCC foundation as per manufacturer's instructions complete all as specified and directed and comprising of the following :- {Note: 01 No for Charle Dispersal - 1 No }
1
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(A) DIESEL ENGINE required capacity for driving 12.5 KVA in the ambient conditions of Srinagar (Jammu and Kashmir) alternator multi cylinder, vertical type, 4 stroke, water cooled, electric start conforming to IS : 10001/10002/BS-5514 for continuous running capable of taking 10% overload for one hour in 12 hours complete and comprising of the following :-
-
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(i) Radiator cooling (ii) Radiator fan with guard (iii) Flywheel with starter ring (iv) Air cleaner oil bath type (v) Vacuum indicator (vi) Electronic governor class 1A (vii) Exhaust silencer (viii) Fuel filters & fuel pipelines including fuel flow meter (ix) Fuel injection pump (FIP) (x) Fan & water pump assembly (xi) Lub oil filter & Pump (xii) Oil filter (xiii) Exhaust gas driven turbo charger (xiv) Lub oil cooler (xv) Engine maintenance manual with spare parts list (xvi) Suitably designed accoustic enclosure as per CPCB -4 Norms / regulations suitable for geographic location of srinagar (xvii) Engine safety shut down system against low lub oil pressure and high water pressure
(xviii) Electric starting system with battery charging alternator and axial type starter motor including adequate number of high capacity maintenance free lead acid battery 12 volts suitable AH ( as company specified) including interconnecting cables/ leads with terminals complete with starting/ stopping switch, volt meter etc - 01 Set.
-
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(B) ENGINE INSTRUMENT PANEL digital type indicating the following : (i) Starting switch on/off (ii) Water temp guage (iii) Hour meter cum RPM indicator (iv) Lub oil pressure (v) Lub oil temperature (vi) Battery charging meter (vii) Safety alarm against high water temp and lub oil pressure
-
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(C) ALTERNATOR Shall be self excited, self regulated, brushless for 12.5 KVA continuous operation at the speed of 1500 RPM at 415 volts, 50Hz , three phase four wire system with advance electric voltage regulator to ensure high voltage accuracy with ± 1% with class "H" insulation and SPDP enclosure directly coupled with engine through flexible coupling and confirming IS- 13364 complete - 1 No. (D) Common fabricated base frame for engine & alternator made from structural channel, jerk proof PCC 1:2:4 type B1 foundation including adequate number of suitable anti-vibration pads all as per the recommendation of the manufacture- 01 No (NOTE:- Cost of suitable size of PCC foundation is deemed to be included in the unit rate quoted by the contractor.
-
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(E) Fuel tank (of capacity not less than 36 litres) fabricated out of 14 SWG MS sheet of capacity not less than 8 hrs continuous operation, inside canopy, with fuel level guage, drain plug, locking arrengements, etc with & including GI pipe connections duly laid as per engineering practice complete.
-
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(F) AMF CONTROL PANEL Supply, fabrication, fixing commissioning and testing, factory made, floor mounted, cubical automatic mains failure panel suitable for 12.5 KVA DG set, fabricated using 14 guage thick CRCA sheet, powder coated painting, suitable rated bus bar, internal wiring with control fuse, provn of connecting incoming & outgoing leads/bus bas as approved with and including the following accessories as under:-
(i) Master switch for auto/ manual/ reset/ off - 01 No (ii) Ammeter digital type 96x96 mm to read 0 - 400 amps with CTs 1 set of 3, aux supply 230 volts, AC, accuracy class 1.0 (iii) Voltmeter digital type, 96 x 96 mm to read 0 - 500 volts aux supply 230 volts, AC, accuracy class 1.0 (iv) Digital frequency meter -01 No. aux supply 230 volts, AC (v) Push button start, stop/ reset - 01 No (vi) Set of lamp for indicating load on , low pressure, high cylinder temperature, load on mains, set fails to start, low oil pressure .
-
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Supply, installation, testing & commissioning of factory assembled silent Diesel Engine driven generating set 1500 RPM of capacity 200 KVA, 3 phase, 4 wire, 415 volt, 0.8 PF (MSL complete with control panel including integrated powder coated accoustic enclosure as per CPCB regulations and duly certified by agencies / labs designated by CPCB for noise and sound pollution level, etc floor mounted including PCC foundation as per manufacturer's instructions complete all as specified and directed and comprising of the following :-
1
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(A) DIESEL ENGINE required capacity for driving 200 KVA in the ambient conditions of Srinagar (Jammu and Kashmir) alternator multi cylinder, vertical type, 4 stroke, water cooled, electric start conforming to IS : 10001/10002/BS-5514 for continuous running capable of taking 10% overload for one hour in 12 hours complete and comprising of the following :-
-
-
-
... More
(i) Radiator cooling (ii) Radiator fan with guard (iii) Flywheel with starter ring (iv) Air cleaner oil bath type (v) Vacuum indicator (vi) Electronic governor class 1A (vii) Exhaust silencer (viii) Fuel filters & fuel pipelines including fuel flow meter (ix) Fuel injection pump (FIP) (x) Fan & water pump assembly (xi) Lub oil filter & Pump (xii) Oil filter (xiii) Exhaust gas driven turbo charger (xiv) Lub oil cooler (xv) Engine maintenance manual with spare parts list (xvi) Suitably designed accoustic enclosure as per CPCB -4 Norms / regulations suitable for geographic location of srinagar (xvii) Engine safety shut down system against low lub oil pressure and high water pressure.
(xviii) Electric starting system with battery charging alternator and axial type starter motor including adequate number of high capacity maintenance free lead acid battery 12 volts suitable AH ( company specified) including interconnecting cables/ leads with terminals complete with starting/ stopping switch, volt meter etc - 01 Set.
-
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(B) ENGINE INSTRUMENT PANEL digital type indicating the following : (i) Starting switch on/off (ii) Water temp guage (iii) Hour meter cum RPM indicator (iv) Lub oil pressure (v) Lub oil temperature (vi) Battery charging meter (vii) Safety alarm against high water temp and lub oil pressure
-
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(C) ALTERNATOR Shall be self excited, self regulated, brushless for 200 KVA continuous operation at the speed of 1500 RPM at 415 volts, 50Hz , three phase four wire system with advance electric voltage regulator to ensure high voltage accuracy with ± 1% with class "H" insulation and SPDP enclosure directly coupled with engine through flexible coupling and confirming IS- 13364 complete - 1 No. (D) Common fabricated base frame for engine & alternator made from structural channel, jerk proof PCC 1:2:4 type B1 foundation including adequate number of suitable anti-vibration pads all as per the recommendation of the manufacture- 01 No (NOTE:- Cost of suitable size of PCC foundation is deemed to be included in the unit rate quoted by the contractor.
-
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(E) Fuel tank (of capacity not less than 400 litres) fabricated out of 14 SWG MS sheet of capacity not less than 8 hrs continuous operation, inside canopy, with fuel level guage, drain plug, locking arrengements, etc with & including GI pipe connections duly laid as per engineering practice complete.
-
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(F) AMF CONTROL PANEL Supply, fabrication, fixing commissioning and testing, factory made, floor mounted, cubical automatic mains failure panel suitable for 200 KVA DG set, fabricated using 14 guage thick CRCA sheet, powder coated painting, suitable rated bus bar, internal wiring with control fuse, provn of connecting incoming & outgoing leads/bus bas as approved with and including the following accessories as under:-
-
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(i) Master switch for auto/ manual/ reset/ off - 01 No (ii) Ammeter digital type 96x96 mm to read 0 - 400 amps with CTs 1 set of 3, aux supply 230 volts, AC, accuracy class 1.0 (iii) Voltmeter digital type, 96 x 96 mm to read 0 - 500 volts aux supply 230 volts, AC, accuracy class 1.0 (iv) Digital frequency meter -01 No. aux supply 230 volts, AC (v) Push button start, stop/ reset - 01 No (vi) Set of lamp for indicating load on , low pressure, high cylinder temperature, load on mains, set fails to start, low oil pressure .
-
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Total amount of Sch 'A' Part-X (STANDBY DG SET WORK)
-
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Sch 'A' Part-XI (RUNWAY LIGHTING WORK) Note: This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only.
-
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Design and DGPS survey of CAT-II Airfield lighting system for Runway including detailed design drawing, marking location of MAFI lights points on runway surfacing with respect to permanent bench mark as given by GE and submit hard copy of the same all as specified and as directed
1
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Supply, fixing and testing of Stop bar unidirectional red inset light for (B, C, J, K) Link along with 8 inch shallow base prisms specially heat resistant high quality borosilicate glass dichroic colour filter 45W 6.6A dia 35 mm reflector lamp with typical rated life of 1000 hours and fixing the fitting complete all as specified and directed by Engr-in-Charge.
8
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Supply, fixing and testing of bidirectional Taxi Inset light by replacing the elevated lights from Cheetaah to Mehar along with 8 inch shallow base prisms specially heat resistant high quality borosilicate glass dichroic colour filter 35W 6.6A dia 35 mm reflector lamp with typical rated life of 1000 hours and fixing the fitting complete all as specified and directed by Engineer-in-Charge.
7
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Supply, fixing and testing of omnidirectional Taxi Inset light by replacing the elevated lights at G-link along with 8 inch shallow base prisms specially heat resistant high quality borosilicate glass dichroic colour filter 35W 6.6A dia 35 mm reflector lamp with typical rated life of 1000 hours and fixing the fitting complete all as specified and directed by Engr-in-Charge.
7
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Supply, fixing and testing of bidirectional Runway Edge INSET light by replacing the elevated lights at G-link to 13 end, B, C, J, K link along with 12 inch shallow base and refixing the fitting to it's position complete
8
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Supply, fixing and testing of elevated Taxiway Edge light at new 4 BPs to it's position complete all as specified and directed by Engr- in- Charge.
56
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Dismantling of existing Runway light fitting with Shallow base of following type including core cutting, disconnecting all electric wiring carefully and includes transport runway site upto store for safe hand in the Air Force Authority all as specified and directed for the following :- Note :- 1. Any repair of demage light fitting during dismantling shall be borne by the contractor and the cost of repair shall be deemed to be included in the quoted rate of the item. 2. The lights fiting shall be in custody of IAF during runway resurfacing period and transportation, loading, unloading and stacking of fittings shall be the sole responsibility of the contractor for its safety
-
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RUNWAY EDGE LIGHT Elevated ( C/Y, Y/C, C/C & R/B)
130
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-
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RUNWAY CENTER LINE Inset (W/W, W/R, R/B)
243
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-
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TOUCH DOWN ZONE LIGHT Inset
180
-
-
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THRESHOLD LIGHT Inset (End lights, G/B, G/R)
22
-
-
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THRESHOLD LIGHT Elevated (End lights, G/B, G/R)
10
-
-
... More
RUNWAY EDGE LIGHT Inset ( C/Y, Y/C, C/C & R/B)
7
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-
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Taxiway STOP BAR Inset
39
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-
... More
PTT Edge Light Elevated
80
-
-
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PTT Edge Light Inset
87
-
-
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Apron Taxi light Elevated
16
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-
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Taxiway Edge Light Elevated
70
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-
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PAPI LIGHTS Elevated
12
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RE INSTALLATION OF EXISTING RUNWAY LIGHTS Re-installation of existing Runway/Taxiway light fitting with Shallow base of following type, Re-installation the same at new raised surface of runway includes transport to the runway site from store of Air Force Auth and re-installation by coring by core cutting eqpt on rigid/flexible pavement upto cutting circular hole of dia 350 mm and depth of 150 mm or as required of fixing existing fitting in PQC rigid/flexible pavement of runway as per requirement for fixing of light fitting and precise alignment all as specified and directed for the following :- Note :-
1. Any repair of demage light fitting during dismantling and reinstallation shall be borne by the contractor and the cost of repair shall be deemed to be included in the quoted rate of the item. 2. The lights fiting shall be in custody of IAF during runway resurfacing period and transportation, loading, unloading and stacking of fittings shall be the sole responsibility of the contractor for its safety.
-
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-
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RUNWAY EDGE LIGHT Elevated ( C/Y, Y/C, C/C & R/B)
130
-
-
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RUNWAY CENTER LINE Inset (W/W, W/R, R/B)
243
-
-
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TOUCH DOWN ZONE LIGHT Inset
180
-
-
... More
THRESHOLD LIGHT Inset (End lights, G/B, G/R)
22
-
-
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THRESHOLD LIGHT Elevated (End lights, G/B, G/R)
10
-
-
... More
RUNWAY EDGE LIGHT Inset ( C/Y, Y/C, C/C & R/B)
7
-
-
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Taxiway STOP BAR Inset
39
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-
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PTT Edge Light Inset
87
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-
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PAPI LIGHTS Elevated
12
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-
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100MM DIA INNER CORE CUTTING
668
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-
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DISMANTLING OF PRIMARY, SECONDARY CABLE AND CONDUIT
-
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Disconnecting and taking out runway Primary AFLS cable of any grade any type from trenches etc including Excavation for the AFLs cable and depositing to the IAF authority for their further disposal complete all as specified and directed.
64200
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Disconnecting and taking out runway Secondary AFLS cable from Kerf etc including Excavation for the AFLs cable and depositing to the IAF authority for their further disposal complete all as specified and directed.
32200
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Disconnecting and taking out Conduit of any grade any type and any size from trenches including excavation for the AFLs cable/conduit and depositing to the IAF authority for their further disposal etc complete all as specified and directed.
60000
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Dismantling of Gas Kits for inset lights
668
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-
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Dismantling of Isolation transformer from existing position including disconnection earth wire which includes transport from the runway site upto store for safe hand to the Air Force Authority.
-
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Isolation transformer 45W 6.6A/6.6A
715
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Isolation transformer 100W 6.6A/6.6A
137
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-
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Isolation transformer 200W 6.6A/6.6A
32
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-
... More
Isolation transformer 300W 6.6A/6.6A
36
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-
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Re-installation of Isolation transformer to existing position including connection earth wire which includes transport from store of Air force authority to the runway site complete all as specified and as directed: -
-
-
-
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Isolation transformer 45W 6.6A/6.6A
715
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-
... More
Isolation transformer 100W 6.6A/6.6A
137
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-
... More
Isolation transformer 200W 6.6A/6.6A
32
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-
... More
Isolation transformer 300W 6.6A/6.6A
36
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Supply, fixing and testing of Isolating transformer 45 W, 6.6A/6.6A, 5 KV, 50-60 Hz highly reliable cover with Neoprene rubber encapsulated having completely water tight shock and Impact resistant low power loss and suitable arrangement for primary and secondary cable will be terminated with a standard type of plug and socket. Make:- EFLA / BILDAL / AMA,
16
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SUPPLY AND INSTALLATION OF PRIMARY, SECONDARY CABLE, CONNECTORS AND GAS KIT
-
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Supply, laying and testing of AFLS Primary XLPE cable of 1 core x 6 Sqmm, single conductor XLPE Insulated non shielded 5 Kv rated voltage including necessary excavation, removal and return filling in any type of soil complete all as specified and as directed. Make:- ALOKE / RR / Rallision
68000
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Supply, Jointing and testing Primary Connector kit for 1 core x 6 Sqmm cable from primary cable to Isolating transformer plug and receptacles type unscreened cable conductor type complete all as specified and as directed. Make:- AMA / YPR / BILDAL
892
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Supply, laying and testing of AFLS Secondary PVC cable 1core x 4 Sqmm, 600v flexible bare copper cross linked polyethylene outer dia 4.5mm laying through suitable size dia conduit and cables to be laid in soil (trench/Duct/runway) including necessary excavation, removal and return filling in any type of soil complete all as specified and as directed. Make:- ALOKE / RR / Rallision
34100
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Supply, Jointing and testing Secondary Connector kit for 1 core x 4 Sqmm cable from Isolating transformer to Secondary cable plug type unscreened cable conductor size 4 to 6 Sqmm type having the cable dia 4mm complete all as specified and as directed Make:- AMA / YPR / BILDAL
668
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Supply, Jointing and testing Secondary Connector kit for 1 core x 4 Sqmm cable from Isolating transformer to Secondary cable receptacles type unscreened cable conductor size 4 to 6 Sqmm type having the cable dia 4mm complete all as specified and as directed, Make:- AMA / BILDAL / EFLA
668
-
-
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Supply, Fixing of Gas kit of 8 inch size for inset light, complete all as specified and as directed.
Make: - AMA / YPR / TATA
549
-
-
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Supply, Fixing of Gas kit of 12 inch size for inset light, complete all as specified and as directed.
Make: - AMA / YPR / TATA
119
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-
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Dismantling of MS boxes from existing position using suitable cutting including disconnection earth wire Complete all as specified and as directed.
834
-
-
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Re-fixing of MS boxes including material and labour for PCC foundation 1:3:6 type C-1 (using 20mm graded crushed stone aggregates), of size 630 x 630 x 100mm and a cover of concrete 100 mm all around except for top including necessary earth work all as specified and as directed. NOTE: - Excavation and sand cushioning shall be measured and paid separately under relevant item of this BOQ/relevant Sch 'A' prepriced Part(s) as applicable.
834
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Supply, Installation of MS transformer housing box water tight, Cylinder shape of metal container suitable for housing of isolating transformer and provision of holes as required to fix 50mm GI pipe including PCC foundation 1:3:6 type C1, (20mm graded aggregate) of 630 x 630 x 100mm and a cover of concrete 100 mm all around except for top including necessary earth work all as specified and as directed. Make: AMA, YPR, TATA . NOTE: - Excavation and sand cushioning shall be measured and paid separately under relevant item of this BOQ/relevant Sch 'A' prepriced Part(s) as applicable.
79
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MAFI DUCTING WORK - MAFI ducting work with 40 mm dia GI Pipe including Material and labour for cutting existing Flexible/Concrete of width 70 mm and depth 150mm using kerf cutting machine from edge to center line of runway (apprx length 26 m) and carefully removing old flexible/concrete material by means of chieselling/demolition including disposal outside MoD land, including supply and laying of 40mm dia medium grade, GI pipe (approx 36 m) length with GI fittings (elbow, band, T joints, etc as required) complete suitably end cap on both side, GI pipe shall be laid over 25 mm thick sand layer and balance portion filled with DBM compacted and rolled to desired Proctor Density of min 98% or M-15 concrete as per site requirement and laying the SAMI layer over 1 meter wide Glass Grid all as specified and directed by Engineer-in-Charge.
Note: The work shall be carried out by specialized agency TATA POWER SED/ M/s AMA Pvt. Ltd/M/s Honeywell Automation Ltd / M/s Three D Integrated Solutions Ltd / M/s YPR Engineering Solutions Pvt. Ltd only as approved by Air Force authority for MAFI work during execution of the work which have satisfactory completion of at least two runways.
Note :- GI pipe (instead of HDPE pipe) and glass grid are being taken to prevent the sign of impaction of groove at final surface.
11200
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Supply and laying of 40mm dia medium grade, GI pipe steel tubing, for MAFI conduit with all fittings like tees, elbows, sockets, bends, couplers etc, laid in any type of Soil at Runway.
740
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Supply and laying of 8 SWG wire buried in ground or drawn in conduit /pipe or fixed to poles or any other indicated situation for loop earthing etc as required complete all as specified and directed by Engineer -in Charge.
14000
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Material and labour Earthing complete with galvanised steel earth plate electrode 60cm x 60cm x 6mm thick buried directly in ground (Earth pit not less than 2.25 metres deep below normal ground level) with top edge of plate not less than 1.5 mtr below normal ground level, connecting to the galvanised iron earth lead wire 4 mm dia by means of bolts, nuts, check nuts and washers of galvanised iron and protected by provision of GI light grade pipe 15 mm bore including provision of concrete pit in PCC (1:2:4) type B-1 using 20 mm graded crushed stone aggregates with XPM (weight not less than 4 Kg/Sqm) and frame of angle iron 25 x 25 x 6mm with lugs 02 Nos and with 20mm bore GI pipe for watering duly perforated at bottom 1.75 mtr long placed on top edge of earth plate connecting to earhing, layers of common salt and charcoal filling, test point made out of 40 x 6mm flat iron with fixing arrangement funnel, wire mesh, excavation and earth work in hard/dense soil, returning, filling in and removal of surplus soil to a distance not exceeding 50 mtrs and testing on completion all as specified as directed.
25
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Horizontal Boring holes 1 to 2m deep in soil under road/pavement/runway/taxi track surfaces by trenchless technology using ultra sound technic and necessary machine and getting out and disposal of spoil to a distance of n exc. 50 m all dia of bores 50 mm all as specified and directed by Engineer-in- Charge.
400
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Material and labour for Making of manhole with brick manhole along the trenchless duct of dimension 1.5M x 1.5M with a depth of 2 M with RCC cover on top completed as specified and directed by Engineer-in- Charge.
20
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Supply, Installation, Testing, Commissioning of Guidance signage board (IP 65 protection) complying ICAO standard of various sizes fabricated from anodized aluminium profile structure & 2mm thick aluminium sheet, 4mm thick long life imported non- specular surface polycarbonate signage sheet, symbols of sign shall be made of self-adhesive film applied on face of polycarbonate sheet. Board shall be illuminated with linear LED's & driver(s) including all other accessories, suitable converter to operate on 2.8 Amp to 6.6 Amp AC constant current as incoming supply, mounting legs with breakable coupling & base frame, secondary leads, providing cement concrete foundation of suitable size & depth for each unit, providing pedestal up to 1 mtr all around the signage with PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregates), 150 mm thick & finish with neat cement slurry including supply and installation of suitable single capacity/wattage electronic converters, IT, MS boxes etc. complete as required complete as required. Make :- AMA, YPR, NASU Sq
30
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TAKING DOWN EXISTNG DTGM ARESTER BARRIER AND PEDESTAL LIGHT MOUNT
-
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Taking down Existing DTGM and connected assembly complete set at both side of Main Runway
22
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REFIXING EXISTNG DTGM ATTESTED BARRIER AND PEDESTAL LIGHT MOUNT
-
-
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Re-Fixing of DTGM board, ontained from taking down under relevant item here-in-before
22
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SAND BLASTING AND PHOTOMATRIC TEST AND DBM CUTTING
-
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Material and labour for sandblasting and painting of Shallow Base all as specified and directed.
668
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Material and labour for photometric test of inset/Elevated light including certified and calibrated photometric testing machine and checking of all bolts and replacement of helicois as required all as specified and directed.
668
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Total amount of Part-XI (RUNWAY LIGHTING WORK)
-
-
-
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Total amount of Sch 'A' Part-XII (Section-I) (AIR CONDITIONING WORK)
1
1366106
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Sch 'A' Part-XII (Section-II) (AIR CONDITIONING WORK) Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only.
-
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Supply and fixing of wall mounted copper wound Voltage stabilizer for automatic operation, single phase naturally air cooled indoor type & designed for input variation between 150 V to 285 V with output voltage stabilized at 230 V with accuracy of ± 2.5% and of capacity 4 KVA complete all as specified and directed.
12
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Supply and fixing of wall mounted copper wound Voltage stabilizer for automatic operation, single phase naturally air cooled indoor type & designed for input variation between 150 V to 285 V with output voltage stabilized at 230 V with accuracy of ± 2.5% and of capacity 5 KVA complete all as specified and directed.
8
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Supply and fixing copper pipe suiatable for suction line of air conditonier of capacity 1 ton to 1.5 ton of size 1/2" of Bore dia complete all as specified and directed.
20
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Supply and fixing copper pipe suiatable for liquid line of air conditonier of capacity 1 ton to 1.5 ton of size 1/4" of Bore dia complete all as specified and directed.
20
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Supply and fixing copper pipe suiatable for suction line of air conditonier of capacity 1 ton to 1.5 ton of size 5/8" of Bore dia complete all as specified and directed.
20
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Supply and fixing copper pipe suiatable for liquid line of air conditonier of capacity 1 ton to 1.5 ton of size 3/8" of Bore dia complete all as specified and directed.
20
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-
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Total amount of Sch 'A' Part-XII (Section-II) (AIR CONDITIONING WORK)
-
-
-
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Total amount of Sch 'A' Part-XIII (Section-I) ((LIGHTENING PROTECTION WORK)
1
1379940
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Sch 'A' Part-XIII (Section-II) (LIGHTENING PROTECTION WORK) Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only.
-
-
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Supply and fixing epoxy / elapp red DMC insulators for GI / Aluminium earthing strip suitable for 25 x 3.15 mm strip complete all as specified and directed.
4500
-
-
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Total amount of Sch 'A' Part-XIII (Section-II) (LIGHTENING PROTECTION WORK)
-
-
-
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Total amount of Sch 'A' Part-XIV (Section-I) (“FLEXIBLE ROAD”, “PCC ROAD”, “REPAIR TO DAMAGE/SERVICE BITUMINOUS ROAD”, RESURFACING OF MAIN RUNWAY”, “RECONSTRUCTION OF PAVEMENT OF RIGID PAVEMENT/RECONSTRUCTION, NEW PAVEMENT, LOOPS, LINKS, EXTN NEW CONST & RIGID OVERLAY”, “PAVEMENT OF NLB/RAMPING ALONG FLEXIBLE AND RIGID PORTION” AND “TEMPORARY RAMPING FOR FLEXIBLE PORTION OF RUNWAY” WORK)
1
1901829402
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Sch 'A' Part-XIV (Section-II) (“FLEXIBLE ROAD”, “PCC ROAD”, “REPAIR TO DAMAGE/SERVICE BITUMINOUS ROAD”, RESURFACING OF MAIN RUNWAY”, “RECONSTRUCTION OF PAVEMENT OF RIGID PAVEMENT/RECONSTRUCTION, NEW PAVEMENT, LOOPS, LINKS, EXTN NEW CONST & RIGID OVERLAY”, “PAVEMENT OF NLB/RAMPING ALONG FLEXIBLE AND RIGID PORTION” AND “TEMPORARY RAMPING FOR FLEXIBLE PORTION OF RUNWAY” WORK) Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only.
-
-
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Labour only for 150 mm compacted thickness GSB grade V as specified in table 400-I of MoRTH by using crushed demolished concrete including material and labour for mixing of any other size of aggregate/stone dust/moorum (other than crushed material obtained) to achieve required grading, surface formed rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller complete all as specified and as directed. {Cost of carrying the material from crusher plant to site (distance not exceeding 5 Km) deemed to included in this item and noting shall be paid extra}
25019.72
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Material and labour including necessary T&P for crushing of demolished concrete obtained from demolition by using stone crusher to required grading (grading 05 of table 400-I of MoRTH) including stacking the crushed material for reuse, completed all as specified.
39833.57
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Material and labour for forming dummy/contraction joint with an initial saw cut of 3 mm soon after the concrete has set, upto a depth of 1/3rd to 1/4th the thickness of the slab (240mm thick slab), widening the first saw cut to 6 mm and 24 mm deep by using diamond bit cutter of appropriate size, straight and smooth edges Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 8 mm dia application of bond breaker tape on top of backup rod for complete width of the joint and filled with polyurethane based sealant complying with BS- 5212 , BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) OF +/- 30% having minimum 10 year performance guarantee, applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and as directed. (Refer Drawing No CEAFU/AR- /2024 Sh_____ dated ___ 2024)
7834.7
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Supply, laying and fixing by mechanical means 1.5 mtr wide self adhesive glass fibre reinforced glass grid size 12.5 mm x 12.5 mm mesh with mean tensile strength 100 KN/M in both longitudinal and transervse directions conforming to ASTM-6637, ASTM D-276 and ASTM D-5261-92 sepcification and rolled by pnueumatic tired roller to form a good self adhesive wrinkle free surface complete all as specified and as directed. Note : (i) The longitudinal overlap 50 mm and transverse overlap shall be 100 mm.
(ii) M&L for SAMI using PMB-40 over glass grid shall be measured and paid separately under respective item. (iii) Payment to be made for covered are only, over laps & wastage deemed to be inculded in quoted rates.
2000
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Material and labour for providing SAMI (stress absorbing membrane inter layer) over glass brid with polymer modified (electromeric thermoplastic) bitumen PMB-40 tack coat applied @ 1.50Kg/Sqm and dry stone chipes of size 8 to 10 mm wt @ 7 Kg/Sqm complete all as specified and directed.
2000
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Labour only for 300 mm compacted thickness GSB grade V as specified in table 400-I of MoRTH by using crushed demolished concrete including material and labour for mixing of any other size of aggregate/stone dust/moorum (other than crushed material obtained) to achieve required grading, surface formed rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller complete all as specified and as directed. {Cost of carrying the material from crusher plant to site (distance not exceeding 5 Km) deemed to included in this item and noting shall be paid extra}
768
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Forming 25 mm width expansion joint in concrete slab for full depth of PQC (Thickness of slab 240mm thick). Early entry saw and subsequent cutting by using diamond bit cutter o appropriate size. straight and smooth edges. Join cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. The join then filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified thereafter application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 30 mm dia, over filler board and filled with polyurethane based sealant complying with BS5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+/- 30% having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacture complete as specified and directed
670.8
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Forming 25 mm width expansion joint in concrete slab for full depth of PQC (Thickness of slab 350mm thick). Early entry saw and subsequent cutting by using diamond bit cutter o appropriate size. straight and smooth edges. Join cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. The join then filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified thereafter application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 30 mm dia, over filler board and filled with polyurethane based sealant complying with BS5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+/- 30% having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacture complete as specified and directed
606.53
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Forming 25 mm width expansion joint in concrete slab for full depth of PQC (Thickness of slab 410mm thick). Early entry saw and subsequent cutting by using diamond bit cutter o appropriate size. straight and smooth edges. Join cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. The join then filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified thereafter application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 30 mm dia, over filler board and filled with polyurethane based sealant complying with BS5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+/- 30% having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacture complete as specified and directed
341.35
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Forming dummy/contraction joint with an initial saw cut of 3 mm soon after the concrete has set, upto a depth of 1/3rd to 1/4th the thickness of the slab (For slab thickness 350mm) widening the first saw cut to 6 mm and 24 mm deep by using diamond bit cutter of appropriate size straight and smooth edges Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 8 mm dia application of bond breaker tape on top of back up rod for complete width of the joint and filled with polyurethane based sealant complying with BS5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) OF +/- 30% having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed
7012.31
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Forming dummy/contraction joint with an initial saw cut of 3 mm soon after the concrete has set, upto a depth of 1/3rd to 1/4th the thickness of the slab (For slab thickness 410mm) widening the first saw cut to 6 mm and 24 mm deep by using diamond bit cutter of appropriate size straight and smooth edges Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 8 mm dia application of bond breaker tape on top of back up rod for complete width of the joint and filled with polyurethane based sealant complying with BS5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) OF +/- 30% having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed
3130.26
-
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Applying two coats of road marking paint (water based) over a coat of primer (Conforming to IS-164-1981) white or yellow after preparation of surfaces for lines, dashes arrows, letters etc., on bituminous surfaces/pavements exceeding 10 cms width using automatic mechanical nozzle spray machine complete all as specified and as directed.
36600
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Forming 25 mm width expansion joint in concrete slab for full depth of PQC (Thickness of slab 150mm thick). Early entry saw and subsequent cutting by using diamond bit cutter o appropriate size. straight and smooth edges. Join cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. The join then filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified thereafter application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 30 mm dia, over filler board and filled with polyurethane based sealant complying with BS5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+/- 30% having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacture complete as specified and directed
456.23
-
-
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Total amount of Part-XIV (Section-II) (“FLEXIBLE ROAD”, “PCC ROAD”, “REPAIR TO DAMAGE/SERVICE BITUMINOUS ROAD”, RESURFACING OF MAIN RUNWAY”, “RECONSTRUCTION OF PAVEMENT OF RIGID PAVEMENT/RECONSTRUCTION,NEW PAVEMENT, LOOPS,LINKS, EXTN NEW CONST & RIGID OVERLAY)”, “PAVEMENT OF NLB/RAMPING ALONG FLEXIBLE AND RIGID PORTION” AND “TEMPORARY RAMPING FOR FLEXIBLE PORTION OF RUNWAY” WORK)
-
-
-
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Total amount of Sch 'A' Part-XV (Section-I) (SITE CLEARANCE, EXCAVATION AND EARTH WORK)
1
254896561
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Sch 'A' Part-XV (Section-II) (SITE CLEARANCE, EXCAVATION AND EARTH WORK) Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only.
-
-
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Excavation over area not exceeding 1.50m deep and getting out in hard/dense soil mixed with any size stone boulders complete all as specified and as directed
1797.45
-
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Total amount of Part-XVII (Section-II) (SITE CLEARANCE, EXCAVATION AND EARTH WORK)
-
-
-
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Total amount of Sch 'A' Part-XVIII (Section-I) (DEMOLITION WORK)
1
162643234
-
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Sch 'A' Part-XVIII (Section-I) (DEMOLITION WORK) Note : This schedule is not pre priced by MES and the pre priced rate indicated as "Rs. 0.00" under Col.5 signifies this fact only.
-
-
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Demolition of lime concrete of any description and in any position (black top road surface including BM, SDAC, DAC) Complete all as specified and directed.
Note: Demolition of existing bituminous layers of main runway of average depth of 250 mm is to be carried out by Hot Milling plant to ensure even surface finish.
73764.61
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NOTE: Amount against schedule of credit for retrieved materials mentioned under relevant part of Sch of Credit of tender document in PDF form will be deducted offline/manually from overall amount quoted by the lowest bonafide bidder during award of contract.
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