DEMOLITION AND RECONSTRUCTION OF CERTAIN BALANCE OTM BLDGS AT BHUJ (JOB NO SC/MW/1289)

Amount

Lump sum price worked out by the contractor for "BUILDING WORKS" as listed in Schedule ‘A’ Part-I(A) representing percentage ( + or - denomination) derived under last column of this schedule above/below the lump sum price prepriced by the MES B/F from Sl page No. 34(R)

Schedule ‘A’ Part-I(B) (DESIGN AND BUILD MODE) (TO BE QUOTED BY BIDDER) Design and Build Mode Construction of Block of Radar Component Shop all as per attached Line plan and details gievn in a floor area statement and as per Sch of Finishes, Particular Specifications complete with Water Proofing Treatment ( Over RCC Roof portion only), allied internal Water Supply and Electric Supply fittings /fixtures comprising of the followings:-

(i) Block of Radar Repair Shed with platform and Ramps on two sides Built to Pt Specification RCC Framed Construction(Except Roof Slab) , RCC M-30 Grade work in Foundation Columns and beams etc , Precast PCC Block Masonry in walls MS Gear operated Rolling shutters and with 0.50 mm thick Pre painted Galvalume Sheet roofing with intermittent 4.0mm thick Translucent sheet for sun lighting and 04 Nos Turbo Vents AIR VENTILATORS 21” ID 28” OD WITH POLY CARBONATE DOME ALUMINIUM + SS COMBINE over Structural Steel Truss , incl arrangements for functioning of EOT Crane & 1 No Inspection Pit all as per structural design vetted by IIT /NIT complete all as specified. Height from floor to bottom of Truss 10.00 m & Floor Area as per Area Statement. (ii) Block of Computer Room, Radar Circuit Testing Room , Test Room( Gun Control Eqpt) , Turner Room, Recuperator Room & Small Arms Room all S/S built to Pt Specifications RCC Framed construction PCC Block Masonry & with Doors & Windows, False ceiling etc as per sound Engineering practice and as marked on the line plan, Sch of finishes and Particular specifications complete all as per structural design vetted by any of the IIT's complete all as specified. Height from floor to bottom of RCC Roof 3.20 m & Floor Area as per Area Statement.

Design and Build Mode Construction of Block of Armament Shop all as per attached Line plan and details gievn in a floor area statement and as per Sch of Finishes, Particular Specifications complete with Water Proofing Treatment (Over RCC Roof portion only), allied internal Water Supply and Electric Supply fittings /fixtures comprising of the followings:-

(i) Block of Field Gun Shed with Plafform and Ramps on two sides Built to Pt Specification RCC Framed Construction(Except Roof Slab) , RCC M-30 Grade work in Foundation Columns and beams etc , Precast PCC Block Masonry in walls MS Gear operated Rolling shutters and with 0.50 mm thick Pre painted Galvalume Sheet roofing with intermittent 4.0mm thick Translucent sheet for sun lighting 04 Nos Turbo Vents AIR VENTILATORS 21” ID 28” OD WITH POLY CARBONATE DOME ALUMINIUM + SS COMBINEover Structural Steel Truss , incl arrangements for functioning of EOT Crane & 1 No Inspection Pit all as per structural design vetted by any of the IITs complete all as specified. Height from floor to bottom of Truss 8.00 m & Floor Area as per Area Statement. (ii) Block of Electrician Room, Computer Rep cell , Carpenter Sho, Instrument Shop,Painter Shop, Metal+ Smith+Welder Shop & Telecom Shop with corridoor all S/S built to Pt Specifications RCC Framed construction PCC Block Masonry & with Doors & Windows as per sound Engineering practice and as marked on the line plan False ceiling etc as per sound Engineering practice and as marked on the line plan, Sch of finishes and Particular specifications complete all as per structural design vetted by any of the IIT's complete all as specified. Height from floor to bottom of RCC Roof 3.20 m & Floor Area as per Area Statement

Design and Build Mode Construction of Block of Repair Bay + Storage Accn all as per attached Line plan and details gievn in a floor area statement and as per Sch of Finishes, Particular Specifications complete with Water Proofing Treatment (Over RCC Roof portion only), allied internal Water Supply and Electric Supply fittings /fixtures comprising of the following:-

(i) Block of Field Repair Bay with platform and Ramps on front side Built to Pt Specification RCC Framed Construction , RCC M-30 Grade work in Foundation Columns and beams etc , Precast PCC Block Masonry in walls MS Gear operated Rolling shutters and with 0.50 mm thick Pre painted Galvalume Sheet roofing with intermittent 4.0 mm thick Translucent sheet for sun lighting 04 Nos Turbo Vents AIR VENTILATORS 21” ID 28” OD WITH POLY CARBONATE DOME ALUMINIUM + SS COMBINEover Structural Steel Truss , incl arrangements for functioning of EOT Crane & 2 No Inspection Pit all as per structural design vetted by any of the IITs complete all as specified. Height from floor to bottom of Truss 10.00 m & Floor Area as per Area Statement. (ii) Block of Battery Charging Shop,,Fuel Injection Equipment Room , Tools & Expanse Store Serviving Bay , Tech Trg Cum Lect Room , Tech Staff Room, Tech Library , R&I Office, MC Shop with Toilet block and corridoor all S/S built to Pt Specifications RCC Framed construction PCC Block Masonry & with Doors & Windows as per sound Engineering practice and as marked on the line plan False ceiling etc as per sound Engineering practice and as marked on the line plan, Sch of finishes and Particular specifications complete all as per structural design vetted by any of the IIT's complete all as specified Height from floor to bottom of RCC Roof 3.20 m & Floor Area As per Area Statement.

NOTE FOR ITEM NO 1.01 TO 1.06 :- Contractor shall submit the detailed ArchItectural drawings based on the line plans keeping in view the Floor Areas and the Plinth Area Conversion Factor given in the area statement for approval of Accepting officer.

Lump sum price worked out by the contractor for "SITE CLEARANCE, EXCAVATION & EARTH WORK" as listed in Schedule ‘A’ Part-II representing percentage ( + or - denomination) derived under last column of this schedule above/below the lump sum price prepriced by the MES B/F from Sl page No. 36(R)

Lump sum price worked out by the contractor for "INTERNAL ELECTRIFICATION" as listed in Schedule ‘A’ Part-III representing percentage ( + or - denomination) derived under last column of this schedule above/below the lump sum price prepriced by the MES B/F from Sl page No. 39(R)

Lump sum price worked out by the contractor for "ROAD, PATH, HARDSTANDING & CULVERT" as listed in Schedule ‘A’ Part-III representing percentage ( + or - denomination) derived under last column of this schedule above/below the lump sum price prepriced by the MES B/F from Sl page No. 42(R)

Lump sum price worked out by the contractor for "SEWAGE DISPOSAL" as listed in Schedule ‘A’ Part-IV representing percentage ( + or - denomination) derived under last column of this schedule above/below the lump sum price prepriced by the MES B/F from Sl page No. 44(R)

Lump sum price worked out by the contractor for "AREA DRAINAGE" as listed in Schedule ‘A’ Part-V representing percentage ( + or - denomination) derived under last column of this schedule above/below the lump sum price of prepriced by the MES B/F from Sl page No. 45(R)

Lump sum price worked out by the contractor for "EXTERNAL WATER SUPPLY" as listed in Schedule ‘A’ Part-VI representing percentage ( + or - denomination) derived under last column of this schedule above/below the lump sum price prepriced by the MES B/F from Sl page No. 45(A)

Lump sum price worked out by the contractor for "EXTERNAL ELECTRIFICATION" as listed in Schedule ‘A’ Part-VII representing percentage ( + or - denomination) derived under last column of this schedule above/below the lump sum price prepriced by the MES B/F from Sl page No. 45(B)

Lump sum price worked out by the contractor for "LIGHTING PROTECTION" as listed in Schedule ‘A’ Part-VIII representing percentage ( + or - denomination) derived under last column of this schedule above/below the lump sum price prepriced by the MES B/F from Sl page No. 45(C)

Sch 'A' PART-IX (MISCELLANEOUS ITEMS) Notes: (i) This schedule is not pre-priced by MES and the pre-priced rate indicated as "Rs 0.00" under column 5 signifies this fact only. (ii) Excavation and earth work except for the items which categorically includes for same shall be measured and paid separately under respective schedule.

INTERNAL ELECTRIFICATION S&F 20 W surface / wall mounted decorative type LED batten capable of delivering 2000 lumen, having PC diffuser, luminous efficacy of > 120 lumen/W, CRI ≥ 75, PF > 0.9, CCT 6500K, free of glare independent isolated SMPS based constant current electronic LED driver with THD < 15%, 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 120- 270 V, input frequency 50- 60 Hz, including electrical connection with 3 core flexible Cu conductor cable of appropriate size from ceiling rose to the fixture complete all as specified and directed.

S&F 12 W surface mounted round shape LED downlight, aluminium housing and high translucent frosted plastic diffuser, capable of delivering 1200 lumen. having minimum luminous efficiency > 120 lumen/W, CCT 3500K, CRI ≥ 75, high quality polycarbonate diffuser, input voltage range 120- 270 V, input frequency 50- 60 Hz, including electrical connection complete all as specified and directed.

S&F 25 W street light having high efficiency long life LED module with SMD LED package mounted on MCPCB with high LED efficacy of ≥ 120 lumen/W, integral SMPS based constant current electronic LED driver with THD < 15%, surge voltage protection and other safety tests as per IS: 15885 (Part-2/Sec-13): 2012, IP 66 protection, high efficacy polycarbonate cover with integrated lens housed in pressure die-cast aluminium alloy heat sink for effective thermal management, sturdiness, excellent corrosion resistance, separate optical and control gear compartment & top opening for easy maintenance, suitable for side entry, pole mounting with bracket arm OD 35 mm to 42 mm including necessary electrical connection to the fixture with 3 core flexible Cu conductor cable of appropriate size and 1.5 m long bracket, having 40 mm diameter light grade GI pipe, including GI clamps, nuts, bolts & washers with two coats of synthetic enamel paint over a coat of red oxide primer complete in all respect as specified and directed.

M&L for earthing complete with galvanized steel earth plate electrode 60 cm x 60 cm x 6 mm 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 m below normal ground level, connected to and including earth lead of galvanized strip 25 x 4 mm by means of bolts, nuts, check nuts and washers of galvanized iron or steel all as shown in electrical plate No. 3 of SSR Part-I with connected to earth test point & to main switch board with & including adequate quantity of charcoal and common salt alround earth plate & 15 mm dia GI pipe medium grade for earth lead protection pipe fpr suitable length and GI pipe 20 mm dia medium grade for watering pipe with funnel & wire mess including necessary earth work and PCC (1:3:6) type C1 for earth pit and 40mm thick precast RCC cover in cement concrete 1:2:4 type B1, with 3 Nos 8mm dia TMT bars both ways with 12mm dia round bar handle complete all as specified and directed NOTE: Item includes the cost of earth lead and GI protection pipe up to 7.5 m. GI strip and protection pipe beyond 7.5 m shall be measured and paid for separately.

ROAD, PATH, HARDSTANDING & CULVERT M&L for 150 mm thick WMM (Wet Mix Macadam) (compacted thickness) laid in two layers of 75mm thick each conforming to grading given in table 400-13 & physical requirement given in table 400-12 spread by mechanical means & rolled by using 8-10 ton vibrator power roller over compacted sub grade surface of soling as specified in clause 406 3.5 of MORTH specification and necessary lateral support and formwork if required complete all as specified and directed.

EXTERNAL WATER SUPPLY Taking out old unserviceable GI pipe of following sizes:-

50 mm dia

40 mm dia

25 mm dia

20 mm dia

M&L for Construction of new PCC solid Masonary valve chamber of size 1000 X 800 X 1000 mm (Internal dimenssions) with PCC foundation 1:4:8 type D2 using 40 mm graded stone aggregate 150 mm thick 150 mm wide off sets alround over 100 mm thick hard core , 200 mm thick PCC solid block walls built in CM 1:6, 50 mm thick PCC 1:2:4 Type B1 coping finished even and smooth, rendering 10 mm thick in cement mortar (1:6) finished even and smooth, with out using extra cement internally including top of floor including excavation earth work in hard/Dense soil 3 mm thick MS sheet cover fixed on 25 mm X 25 mm X 6 mm thick angle iron frame with hold fasts embedded in PCC coaping with locking arrangement, mild steel handle and painting to steel surfaces with two coats of synthetic enamel paint over one coat of primer including disposal of surplus soil to a distance not exceeding 50 m etc complete all as specified and directed.

EXTERNAL ELECTRIFICATIONS Taking out old unserviceable / burnt LT UG cables of following sizes:-

95 Sqmm 3.5 Core

70 Sqmm 3.5 Core

25 Sqmm 4 Core

M&L for supply, install, connecting and commissioning of CPRI approved main LT distribution panel board, outdoor type (Kiosk Type), double door, both side openable including locking arrangement with sliding door bolts, cubical type air vent, 3 pahase 4 wire, 415 Volts, factory made suitable size angle iron for mounting, dust and vermin proof, IP-55, fabricated from 3.15 mm thick MS sheet with anticorrosive coating and finally epoxy powder coating of flint grey shade fully compartmentalalised design and 2 mm thickness sheet for indoor with 4 Nos insulated bus bas each made of high conductivity copper suitable for 800 Amps prewired with suitable size of copper cable / insulated copper stroip including suitable earth strips conforming to IS, cable glands, lugs, etc suitable for and comprising of the followings:-

M&L for earthing complete with galvanized steel earth plate electrode 60 cm x 60 cm x 6 mm 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 m below normal ground level, connected to and including earth lead of galvanized strip 32 x 6 mm by means of bolts, nuts, check nuts and washers of galvanized iron or steel all as shown in electrical plate No. 3 of SSR Part-I with connected to earth test point & to main switch board with & including adequate quantity of charcoal and common salt alround earth plate & 15 mm dia GI pipe medium grade for earth lead protection pipe fpr suitable length and GI pipe 20 mm dia medium grade for watering pipe with funnel & wire mess including necessary earth work and PCC (1:3:6) type C1 for earth pit and 40mm thick precast RCC cover in cement concrete 1:2:4 type B1, with 3 Nos 8mm dia TMT bars both ways with 12mm dia round bar handle complete all as specified and directed NOTE: Item includes the cost of earth lead and GI protection pipe up to 7.5 m. GI strip and protection pipe beyond 7.5 m shall be measured and paid for separately.

EOT CRANE Design, supply, installation, testing and commissioning of electrically overhead travelling (EOT0 cranes of capacity 2 Ton, confirming to IS:3177, 807 & 2148 Sutitable for operation on 415 volts 3 phase 4 wire 50 hz supply, double grider box type, with necessary steel supporting structure, with hoisting cross travel (CT) AND LONG TRAVEL (LT) WITH VARIABLE VOLTAGE VARIABLE FREQUENCY (VVVF)DRIVES OF SUITABLE capacities, DSL, with control panel power and controlling cables confirming to relavant IS cotrolled by pendant control with creep speed @ 10% (ten percent of main hoisting speed) in hoisting only no auxillary hoist. And facility for mechanical lowering only at very slow speed in case of power failure and motor failure when a container is hanging on hook,provision of cover lock with crane hook failure the crane should lock on itscurrent position, and crane should be provided with one No. plateform span of width 14.5 mtr with suitable railing and festoon type down shop lead of fiexible copper conductor complete having the following components and specifications:-

Note for 2 Ton EOT crane:- Size of rails for Crane with fixing arrangement be as per manufactures design. Coating on rolling surfaces of the wheels shall be non ferrous. Cost of the same shall be deemed to be included in the cost of crane:- (a) capacity - 2 ton (b) Design standered as per IS:3177, 800, 807, 4137 (c) Class/duty-II indoor type (d) item-double girder EOT crane (e) hoist speed-3mtr per minute (f) creep hoist speed-0.3 mtr per min (g) cross travel speed-10 mtr per min (h) long travel speed-10 mtr per min (j) operation-pendant operated (k) operation – pendant control & remot control (I) Span - 14.5 mtr (m) long travel length – 41.85 mtr (n) micro speed- 0.3 mtrs/mins (o) hook height – 6 mtrs)

Design, supply, installation, testing and commissioning of electrically overhead travelling (EOT0 cranes of capacity 5 Ton, confirming to IS:3177, 807 & 2148 Sutitable for operation on 415 volts 3 phase 4 wire 50 hz supply, double grider box type, with necessary steel supporting structure, with hoisting cross travel (CT) AND LONG TRAVEL (LT) WITH VARIABLE VOLTAGE VARIABLE FREQUENCY (VVVF)DRIVES OF SUITABLE capacities, DSL, with control panel power and controlling cables confirming to relavant IS cotrolled by pendant control with creep speed @ 10% (ten percent of main hoisting speed) in hoisting only no auxillary hoist. And facility for mechanical lowering only at very slow speed in case of power failure and motor failure when a container is hanging on hook,provision of cover lock with crane hook failure the crane should lock on itscurrent position, and crane should be provided with one No. plateform span of width 9.5 mtr with suitable railing and festoon type down shop lead of fiexible copper conductor complete having the following components and specifications:-

Note for 5 Ton EOT crane:- Size of rails for Crane with fixing arrangement be as per manufactures design. Coating on rolling surfaces of the wheels shall be non ferrous. Cost of the same shall be deemed to be included in the cost of crane:- (a) capacity - 5 ton (b) Design standered as per IS:3177, 800, 807, 4137 (c) Class/duty-II indoor type (d) Item-double girder EOT crane (e) hoist speed-3mtr per minute (f) creep hoist speed-0.3 mtr per min (g) cross travel speed-10 mtr per min (h) long travel speed-10 mtr per min (j) operation-pendant operated (k) operation – pendant control & remot control (I) Span - 9.5 mtr (m) long travel length – 33.50 mtr (n) micro speed- 0.3 mtrs/mins (o) hook height – 8 mtrs)

Design, supply, installation, testing and commissioning of electrically overhead travelling (EOT0 cranes of capacity 5 Ton, confirming to IS:3177, 807 & 2148 Sutitable for operation on 415 volts 3 phase 4 wire 50 hz supply, double grider box type, with necessary steel supporting structure, with hoisting cross travel (CT) AND LONG TRAVEL (LT) WITH VARIABLE VOLTAGE VARIABLE FREQUENCY (VVVF)DRIVES OF SUITABLE capacities, DSL, with control panel power and controlling cables confirming to relavant IS cotrolled by pendant control with creep speed @ 10% (ten percent of main hoisting speed) in hoisting only no auxillary hoist. And facility for mechanical lowering only at very slow speed in case of power failure and motor failure when a container is hanging on hook,provision of cover lock with crane hook failure the crane should lock on itscurrent position, and crane should be provided with one No. plateform span of width 14.5 mtr with suitable railing and festoon type down shop lead of fiexible copper conductor complete having the following components and specifications:-

Note for 5 Ton EOT crane:- Size of rails for Crane with fixing arrangement be as per manufactures design. Coating on rolling surfaces of the wheels shall be non ferrous. Cost of the same shall be deemed to be included in the cost of crane:- (a) capacity - 5 ton (b) Design standered as per IS:3177, 800, 807, 4137 (c) Class/duty-II indoor type (d) Item-double girder EOT crane (e) hoist speed-3mtr per minute (f) creep hoist speed-0.3 mtr per min (g) cross travel speed-10 mtr per min (h) long travel speed-10 mtr per min (j) operation-pendant operated (k) operation – pendant control & remot control (I) Span - 14.5 mtr (m) long travel length – 41.85 mtr (n) micro speed- 0.3 mtrs/mins (o) hook height – 8 mtrs)

DEMOLITION WORK Demolition/dismantling of OTM WORKSHOP BLDG (Bldg No P-65) complete excluding E/M fittings & fixtures complete "As is where is" all as specified and directed.

NOTE FOR ITEM No 24.00:- The quoted rate shall deemed to include the following:- (i)The demolition of Bldg shall be carried out upto ground level bearing all safety aspects into consideration including overlap with near by Bldgs and making good the ground. (ii) The quoted rate shall be deemed to include demolition of Bldgs except taking down/dismantling internal fittings and accessories of internal electric supply and internal water supply & all other items of demolition & dismantling of Bldgs specified eleswhere in the tender documents. (iii) Schedule of demolition/dismantling shall be decided by GE in the manner to recieve the amount of recovery for credit from RAR's/ Final bill. (iv) Demolition of the buildings shall be carried out after taking down of all internal fittings/fixtures & after necessary approval of GE. (v) The quoted rate shall be deemed to include for removal of debries obtaind to a distance not less than 1.5 KM including loading & unloading at destination as directed by Engg-in-Charge. (vi) All safety precautions shall be taken by contractor during demolition/dismantling of buildings as per latest by laws and as specified in SSR Part-I.

Taking up or down steel / PVC water tubing including all fittings and fixtures for following size of pipe:-

15 mm dia

20 mm dia

25 mm dia

40 mm dia

Mepani Construction Company