PROVN OF ADDITIONAL SHEDS FOR DRYING, FOLDING, PACKING AND STORAGE OF PARACHUTES AT AFS MOHANBARI

Amount

Mobilization charges of tools & plants alongwith accessories, materials, labour, supervision etc at site of work required in connection with boring & testing work, including setting up boring rigs etc and also include withdrawl of same from the site after completion of work, complete all as directed and as speified below:- (a) For sub surface investigation soil exploration shall be carried out as per IS 1892 : 2021 or latest amended/revised codes of practice for sub surface investigation for foundation, IS 10042 : 1981 (Reaffirmed 2002) or latest amended/revised code of practice for soil investigation for foundation in Gravel-Boulder Deposit. (b) Boring of 150mm dia. to be carried out through any type of sub soil stratas from ground level to 15 mtr (N>50) or (Depth of refusal wherever is meet earlier). If refusal encounters before mentioned depth of bore, another bore shall be carried out at a radial distance of 2mtr. If refusal encounter continues on the next location, it shall be carried out upto total 04 Nos of bores to eliminate the probability of local refusal due to boulders/pebbles without any extra cost to the department. (c) Conducting standard penetration test in the bore as per IS 2131-1985 including collecting disturbed samples at every 0.5mtr or change of strata including packing and handling all complete and collecting undisturbed soil samples at every 1.0 mtr or change of strata inclding packing and handling all complete as per IS 2131-1985.

(Srl Item No. 1.00 Contd....) (d) Carrying out laboratory test for:- (i) Specific gravity, bulk density, dry density. (ii) Maximum dry density and Optimum Moisture Content (Modified Proctor Density Test). (iii) Grain size analysis. (iv) Natural moisture content (v) Atterberg limits test (Liquid Limit, Plastic Limit, Shrinkage Limit). (vi) Shear characterisitc of undisturbed samples using Direct ShearTest and Triaxial Shear test. (vii) Unconfined Compression Test. (viii) Consolidation test. (ix) Chemical test for availability of soluble Chloride, Sulphate, Carbonate, Nitrate content and PH value of Sub-Soil, Ground Water & Sub-Soil Water. (ix) Free swell index and swelling properies of soil. (x) Harmful Salt. (xi) Organic matter in soil if any. (xii) Ground water table & HFL test as per under to be mentioned in the soil report:- * Maximum and minimum level of ground water in the area with source of information. * Ground water table observed during the investigations. (xiii) Angle of internal friction. (xiv) Coefficient of internal friction.

Mobilization charges of tools & plants alongwith accessories, materials, labour, supervision etc at site of work required in connection with boring & testing work, including setting up boring rigs etc and also incl withdrawl of same from the site after completion of work, complete all as directed and as speified below:- (a) For sub surface investigation soil exploration shall be carried out as per IS 1892 : 2021 or latest amended/revised codes of practice for sub surface investigation for foundation, IS 10042 : 1981 (Reaffirmed 2002) or latest amended/revised code of practice for soil investigation for foundation in Gravel-Boulder Deposit. (b) Boring of 150mm dia to be carried out through any type of sub soil stratas from ground level to 10 mtr (N>50) or (Depth of refusal wherever is meet earlier). If refusal encounters before mentioned depth of bore, another bore shall be carried out at a radial distance of 2mtr. If refusal encounter continues on the next location, it shall be carried out upto total 04 Nos of bores to eliminate the probability of local refusal due to boulders/pebbles without any extra cost to the department. (c) Conducting standard penetration test in the bore as per IS 2131-1985 including collecting disturbed samples at every 0.5mtr or change of strata including packing and handling all complete and collecting undisturbed soil samples at every 1.0 mtr or change of strata inclding packing and handling all complete as per IS 2131-1985.

(Srl Item No. 2.00 Contd....) (d) Carrying out laboratory test for:- (i) Specific gravity, bulk density, dry density. (ii) Maximum dry density and Optimum Moisture Content (Modified Proctor Density Test). (iii) Grain size analysis. (iv) Natural moisture content (v) Atterberg limits test (Liquid Limit, Plastic Limit, Shrinkage Limit). (vi) Shear characterisitc of undisturbed samples using Direct ShearTest and Triaxial Shear test. (vii) Unconfined Compression Test. (viii) Consolidation test. (ix) Chemical test for availability of soluble Chloride, Sulphate, Carbonate, Nitrate content and PH value of Sub-Soil, Ground Water & Sub-Soil Water. (ix) Free swell index and swelling properies of soil. (x) Harmful Salt. (xi) Organic matter in soil if any. (xii) Ground water table & HFL test as per under to be mentioned in the soil report:- * Maximum and minimum level of ground water in the area with source of information. * Ground water table observed during the investigations. (xiii) Angle of internal friction. (xiv) Coefficient of internal friction.

Carrying out Open Pit / Trial Pit Excavation Test by digging a trial pit of size 3m x 3m x 4m deep as per location shown by Engr-in-Charge for visual inspection of the strata, collection of disturbed/undisturbed samples and carrying out in-situ test using accessories, materials, labour, supervision etc as reqired at site of work & testing work and also incl withdrawl of same from the site after completion of work, complete all as directed and as speified. After the pit is excavated, the details of the stratas shall be recorded with the description of each layer with thickness and ground water table, if any. After collecting the samples/in-situ testing, the pit shall be backfilled with the same excavated material. Arrangements shall be made for dewatering below ground water table. Precautions shall be taken to prevent surface water draining into the trial pit.

Conducting plate load test at place below the existing ground surface as directed by Engr-in-Charge for estimation of bearing capacity of soils and its settlement as per IS 1888 and for determination of Modulus of Subgrade Reaction (K- value) as per IS 9214 using accessories, materials, labour, supervision etc as reqired at site of work & testing work and also incl withdrawl of same from the site after completion of work, complete all as directed and as speified. Notes: (A) Suburface Investigation Report shall include clearly following parameters:- (i) Introduction (ii) Object of the geotechnical investigations. (iii) layout of bore holes on proposed site plan with their latitude, longitude and level wrt esablished permanent BM. (iv) Record of boring as per format provided at IS 1892:2021. (v) Soil/Rock properties as per detailed exploration (As per Cl. No. 4.4 of IS-1892:2021). (vi) Borelog / Trial Pit log (As per format provided at Fig. 4 of IS 1892:2021). (vii) Plan showing location and depth of in-situ tests. (viii) Geological information of the area. (ix) General Topography of the site. (x) Past usage and historical data of the site, if available. (xi) In-situ test results.

(Srl Item No. 4.00 Contd....) (xii) Plot of standard penetration test (N values both uncorrected and corrected) with depth of identified areas. (xiii) Laboratory test results (As per format provided at Fig. 5 of IS 1892:2021) (xiv) Summary of strata profile. (xv) Soil properties based on above field test. (xvi) Evaluation of safe bearing capacity based on shear failure criteria (Ref IS:1904:1986 or latest amended/revised codes) & (IS:8009 Part I & II). Allowable bearing capacity at various depths of 1.5mtr, 2.0mtr, 2.50mtr and 3.0mtr or as reqd below GL is to be given. The suggestion for economical width and type of foundation also to be provided. The report shall include detailed calculations for SBC. In case of lower bearing capacity, calculation of SBC & Settlement calculations for raft foundation also to be provided. (xvii) Recommendation for pile foundation with pile capacity in case weaker strata is encountered. In case of weak soil strata / filled up earth requiring pile foundation, depth of soil investigation is to be increased suitably. (xviii) Allowable bearing capacity-based on SPT 'N' value, 'c-Ø' value and permissible settlement with sample calculations. Complete calculations will be submitted in soft copy in the same CD contating the SSI report. (xix) A detailed site plan showing the location of each bore hole duly numbered corresponding to the type of structure with its brief details like LxBxH & configuration should be enclosed with soil invsetigation report. Location of foundation of adjacent structures, especially those that might be impacted by the proposed construction should be indicated with details in site plan.

(Srl Item No. 4.00 Contd....) (xx) Liquefaction analysis to be enclosed with the soil investigation report. (xxi) Suitability of excavated earth / soil for back fill to be given in the report. (xxii) Photographic record of geo-explorations as well as testing shall also be attached as part of the report. (xxiii) SBC should be calculated and provided for all types of foundations i.e. strips, isolated, raft footing and deep foundation as required accordingly. (xxiv) Recommendations of building wise net safe bearing capacity has to be furnished in the report. It is advised to give recommendations of Net Safe Bearing Capacity for specific buildings/structures duly taking into consideration soil data/profile of all bore holes in that particular building. (xxv) Net safe bearing capacity for different type, size and depth of foundation is to be given in following (a) Isolated footing :-

(Srl Item No. 4.00 Contd....) (b) Strip Footing:- (c) Raft Foundation:- Recommendation of Net Safe Bearing Capacity for Raft Foundation shall be given as per size of building.

(Srl Item No. 4.00 Contd....) (xxvi) Other relevant recommendations for foundations and improvement of soil if necessary.

(Srl Item No. 4.00 Contd....) (B) Report shall be submitted as per sample proforma attached. (C) Testing method shall be strictly in accordance to relevant IS code : 2720. (D) In case of hilly terrain and location of site on hill slope, soil investigation agency shall look into the stability of slopes and give suitable recommendations to avoid slope failure at later stage. (E) All pages of the soil investigation report shall be serially numbered, stamped and signed by the agency carrying out the soil investigation. (F) Six copies of ink signed report duly scruitinised and vetted by IIT shall be submitted with detailed description of field investigations carried out, soil classification and general nature of soil strata, water table, interpretation of test results, grain size distribution curves, compressive index curves, site plan etc as listed in preceding paragraphs. (G) CWE and GE shall scrutinize the soil investigation report and endorse the same for correctness. GE, Engr-in-Charge and JE shall note 'N' value logg and general soil profile as noticed during Field Test. (H) Soil Investigating Agency may be required to render any clarification sought by the department on the Soil Investigation Report submitted by them at any stage till completion of the construction work.

Design and construction of 01 BLOCK OF PARAS PACKING ROOM in Single storey configuration with RCC framed structure and permanent specification including ramp complete all as specified and as shown in architectural drawing.

Design and construction of 01 BLOCK OF PARAS DRYING AND CLEANING ROOM in Single storey configuration with RCC framed structure and permanent specification including ramp complete all as specified and as shown in architectural drawing.

Design and construction of 01 BLOCK OF PACKING STORE ROOM in Single storey configuration with RCC framed structure and permanent specification including ramp complete all as specified and as shown in architectural drawing.

Design and construction of 01 BLOCK OF PACKED STORE ROOM in Single storey configuration with RCC framed structure and permanent specification including ramp complete all as specified and as shown in architectural drawing.

Design and construction of 01 BLOCK OF STORAGE ACCN FOR SUPPLY DROPPING EQUIPMENT STORE in Single storey configuration with RCC framed structure and permanent specification including ramp complete all as specified and as shown in architectural drawing.

Design and construction of 01 BLOCK OF SORTING OUT ROOM FOR FRESH VEGETABLE AND ABORTIVE STORES in Single storey configuration with RCC framed structure and permanent specification including ramp complete all as specified and as shown in architectural drawing.

Design and construction of 01 BLOCK OF COVERED ACCN FOR PACKING/SUPPLY DROPPING EQUIPMENT & FOOD STUFF in Single storey configuration with RCC framed structure and permanent specification including ramp complete all as specified and as shown in architectural drawing.

Design and construction of 01 BLOCK OF TOILET BLOCK in Single storey configuration with RCC framed structure and permanent specification including ramp complete all as specified and as shown in architectural drawing.

Construction of fire point, complete all as shown in drawings.

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

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

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

SCHEDULE "A" PART- V (ROADS) Details of prepriced Schedule is given in tender documents.

SCHEDULE "A" PART- VI (AREA DRAINAGE) Details of prepriced Schedule is given in tender documents

SCHEDULE "A" PART- VII (SEWAGE DISPOSAL) Details of prepriced Schedule is given in tender documents

SCHEDULE "A" PART- VIII (FENCING AND GATE ) Details of prepriced Schedule is given in tender documents

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

SCHEDULE "A" PART- X (EXTERNAL ELECTRIFICATION) Details of prepriced Schedule is given in tender documents.

SCHEDULE "A" PART- XI (FIRE ALARM ) Details of prepriced Schedule is given in tender documents.

SCHEDULE "A" PART- XII (REFRIGERATOR AND AC) Details of prepriced Schedule is given in tender documents.

SCHEDULE "A" PART -XIII (MISCELLANEOUS ITEMS) Note:- Srl Item No. 1.00 to 13.00 and this schedule is not pre-priced by MES and the pre-priced rate indicated as "Rs 0.00" under Col.' F ' signifies this fact only.

SITE CLEARANCE AND DEVELOPMENT Bringing approved earth obtained from borrow areas outside MOD land by the contractor at his own cost, with all lifts & leads, transporting to site, soil tested as per IS: 2720, shall have dry unit weight as specified and approved by GE. Note :- (a) The soil recovered/excavated shall be tested in the presence of GE / Engr-in-Charge in any Govt. approved lab and approved by GE. (b) To arrive finished quantity for payment purposes consolidated surfaces to be measured.

INTERNAL ELECTRIFICATION Supply and fixing Modular metal fluxh box with modular white cover plate with frame 8 module complete all as specified and directed.

S&F LED flood light 70 watt 230 V AC, IP 66 protection including with three core PVC insulated, sheathed copper conductor cable of suitable size complete with GI bracket 1.5M long bend to shape of dia. 25/40 mm GI medium grade pipe with MS clamp including two coats of aluminium paint over a coat of red oxide primer and necessary fixing fasteners, complete all as specified and directed.

S&F LED flood light 100 watt 230 V AC, IP 66 protection including with three core PVC insulated, sheathed copper conductor cable of suitable size complete with GI bracket 1.5M long bend to shape of dia. 25/40 mm GI medium grade pipe with MS clamp including two coats of aluminium paint over a coat of red oxide primer and necessary fixing fasteners, complete all as specified and directed.

S&F LED highbay light of 40 W, 220 V, AC including with three core PVC insulated, sheathed copper conductor cable of suitable size, complete all as specified and directed.

S&F wall mounted fan plastic body, single phase, 230 volts, 50 Hz of size 400 mm sweep, heavy duty type with flexible three core copper conductor cable of suitable size and 5 amp plug, complete all as specified and directed.

S&F LED security light fitting not less than1x35 watt of minimum lumen efficiency of 110 lm/W with integral reflector made of aluminium alloy LM6 with LED driver, lamp, surge protector and all accessories pre wired including connection with three core PVC insulated, sheathed copper conductor cable of suitable size complete with GI bracket 1.5M long bend to shape of dia. 25/40 mm GI medium grade pipe with MS clamp including two coats of aluminium paint over a coat of red oxide primer and necessary fixing fasteners, complete all as specified and directed.

Supply and fix MCCB 230 Volts, 4 pole, 100 Amp, 50Hz, 25 KA with thermal magnetic release complete all as specified and as directed.

Supply and fix MCCB 230 Volts, 4 pole, 63 Amp, 50Hz, 25 KA with thermal magnetic release complete all as specified and as directed.

S&F MCB SPN 20 Amps (C-Curve), breaking capacity 10 kA, 240 volts complete all as specified and directed.

M&L for Earthing complete with galvanised steel earth plate electrode 600x600x6.0 mm thick burried directly in ground (earth pit not less than 2.25 mtr deep below the ground level) with top edge of the plate not less than 1.5 mtrs below normal ground level, connected to galvanised earth lead wire 4.0 mm dia by means of bolts, nuts, check nuts and washers of galvanised iron or of steel all as shown in electrical plate No 3 of SSR part-I 2009 connected to pole/LT Panel all as specified and testing on completion including. Necessary excavation, earthwork, PCC works and CI earth pit cover with watering pipe 20mm dia GI pipe medium grade, funnel with wire mesh and lugs and GI pipe 40 mm dia of light grade, for protection of earth strip complete all as specified and directed. Note: Excavation/PCC/Earth work/Charcoal/ Salt/earth lead wire etc. shall be deemed to be include in this unit rate. (For Internal Electrification, External Electrification and Fire Alarm)

Supply and fix concealed distribution box, double door, SPN, 230 V, 8 way, IP 42 with 200 Amps rated buasbar, neutral link, earth link, complete all as specified and directed.

Supply and fix MCB 415 Volts, TPN, 63 Amps, 50 HZ, 10 KA with "C" curve complete all as specified and directed.

INTERNAL WATER SUPPLY S&F brass angle stop cock CP high pressure with capstan head long shank screwed down 15mm dia. bore, complete all as specified and directed.

M&L for Soakage well excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 1.8 m dia x 3.0 m deep complete all as shown on TD drawings and as specified and directed .

EXTERNAL WATER SUPPLY Boring/ drilling (horizontally) hole manually/mechnically under existing road, pavement, hard standing suitable for passing pipe of any dia without disturbing the road surface all as specified and directed. Note :- (i) Pipe shall be measured and paid separately. (ii) Removal of surplus soil shall be deemed to be included in the unit rate. (For External Water Supply and External Electrification)

Supply, laying, connection and testing of 150 mm bore, ductile iron pipe centrifugally cast (spun) with spigot and socket ends, class K-9 and confirming to IS 8329 - 2000 with push on rubber gasket jointing inside with cement mortar lining and outside zinc coating with finishing layer of black bitumen/blue epoxy coating duly ISI marked in any length laid in trenches,complete all as specified and as directed. Note:- Earthwork shall be measured & paid separetely.

M&L for DI fittings for spigot and socketed pipe, such as bends (any type, radius and angle) tapers any type, (straight, bend, increasing, decreasing or double socket etc.) Tee pieces single branch. "Y" junction, double branch, cross (all sockets or socket and pigot) collars, caps and plugs etc. upto 150mm bore, complete all as specified and as directed.

Cutting of existing CI/ GI pipe of 150 mm dia. in position for insertion and including of new tee of size 150 mm, complete all as specified & directed. Note :- "Tee" shall be measured and paid separately.

Material and labour for construction of valve pit chamber of internal dimension 40 x 40 x 40 cm with sub class 'B' bricks in CM (1:4), 10 mm thick plastering in CM (1:4), PCC (1:4:8) type D2 (using 40 mm graded broken stone aggregate) as in foundation lean concrete, PCC (1:3:6), type C1 (using 20 mm graded broken stone aggregate) as in bedding and copping, MS frame with 40 x 40 x 5 mm angle iron and 3 mm thick MS sheet cover plate with locking arrangements, hinges and two coats of synthetic enamel paint over one coat of red oxide primer including preparation of surface, two coats of white wash on plastered surface (exposed to view) including necessary excavation in soft/ loose soil, returning filling in and removal of surplus soil to a distance not exceeding 50 m complete all as specified and directed.

EXTERNAL ELECTRIFICATION Supply, installation, testing and commissioning of outdoor type step down transformer , copper wounded having primary side for HT Three Phase 11 KV & secondary for 3 phase 433 Volts, 4 wire, 50 Hz of capacity 160 KVA as per IS-1180 Part-I (or as per latest IS amendment), Level-II (2021 or further ammendments) with and including the following specification:- (i) No load voltage ratio-11KV/ 0.433 KV (ii) Nos of phase-three (iii) Type of cooling- ONAN (iv) frequency -50 Hz (v) Vector group-DYN 11 (vi) Two earthing terminals for body earthing and additional for neutral (vii) Oil level gauge indicating oil level with minimum and maximum indication (viii) Lifting lugs rollers and MS terminal Box on both HT and LT side (ix) Rating and terminal marking plates (x) Dehydrating breathing device which would not permit ingress of moisture, rain water and insects (xi) Drain-cum-sampling valve preferably steel with plug (xii) Thermometer pocket with temprature indicatior (xiii) Oil filling hole with cover (transformer wih conservator) (xiv) Connection-Delta/ Star (xv) Temperature rise in oil-40 deg celcius (xvi) Temperature rise in windings- 45 deg celcius (xvii) Material winding-Copper wound (xviii) High voltage/ low voltage with cable termination box (xix) Service-Outoor type (xx) Neutral- Internally conneted with earthing lead and bush (xxi) Off load tap changar (+5% to -10% in steps of 2.5% with 7 position)

S&F drop out fuse unit expulsion type for outdoor air brake gang operated switches, single pole, mounted and including insulator for 11 KV working pressure, fixed to and including MS channel with nuts, bolts, washers etc. synthetic bounded fuse carrying tube complete with line taps and suitable for current carryout capacity 25 Amps, complete all as specified and directed.

Supply and fixing LED street light fitting 70 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection including street light GI pipe bracket of light grade 25 mm dia. ,1.5m long bend to required size and shape including two coat of aluminum paint over a coat of red oxide primer complete in all respect all as specified and directed.

S&F cable junction boxes IP 66, halogen free and weather proof for outdoor installation (with metric knockouts for cable entry-black colour) of minimum size 200 x 140 x 95 mm for 16/25 sqmm fixed to pole /wall with suitable FI clamp 20X3 mm, nuts, bolts and washers including provision of 01 No miniature circuit breaker (MCBs), single pole, 240 volts, 10 kA, 10 Amps and including minimum 100 Amps aluminium busbar (04 Nos), with nuts, bolts & washers, complete all as specified and as directed.

Supply and fixing 3 core copper conductor PVC insulated cable round of size 1.5 Sqmm FRLS multistranded, 1100 volts grade, complete all as specified and as directed.

Supply, installation, testing and commissioning of CPRI approved, LT Outdoor Feeder Pillar Box of AC 415 V, 50 Hz, 3 Phase, 4 wire, totally enclosed self supporting structure/ cubicle, fully compartmentalized type, weather proof, protection IP 54 of minimum size 1.50mx0.9mx0.5m, double door type, with bottom cable entry with suitable cable glands structure made out of 3.15 mm thick outer & 2.0 mm thick inner CRCA steel sheet with angle iron frame work and legs of ISA 50X50X5 mm, with four legs grouted to PCC (1:2:4) type B1, foundation block with suitable mounting arrangement for bus bars voltmeter, ammeter, changeover and MCCBs with sloping canopy at top, double hinged doors at front with suitable locking arrangement ,louvers at sides & duly powder coated including in-panel CO2/Clean agent fire suppressing system complete for accomodating & including following accessories:- INCOMER: (i) MCCB 4 pole, 415 Volts 320 amps 36 KA - 01 No OUTGOING: (i) MCCB 4 Pole ,415 Volts with breaking capacity 36 kA of capacity 200 Amps with thermal magnetic release -02 Nos (ii) MCCB 4 Pole ,415 Volts with breaking capacity 36 kA of capacity 100 Amps with thermal magnetic release -01 No (iii) MCCB 4 Pole ,415 Volts with breaking capacity 16 kA of capacity 25 Amps with thermal magnetic - 01 No (iv) MCB TPN 20 Amps ,415 Volts with breaking capacity -01 No (v) MCB SPN 16 Amps ,240 Volts with breaking capacity 10 kA -03 Nos (vi) Street Light Timer switch 230 V single phase of 20 Amps with contactor - 01 No.

(Srl item No. 55.00 Contd...) BUSBAR: (i) Cupper bus bar of 600 Amps supported on non hygroscopic fibres and brass screws with nuts, bolts & washers - 04 Nos INDICATING DEVICES (i) LED Indicating lamps for main supply indicating R, Y, B - 03 Nos. (ii) Digital ampere meter of 0-400 A, 3 phase, class 1 , including CT having CTR 400/5 - 01 No (iii) Digital voltmeter 0-600 Volts, 3 phase, class 1, - 01 No Note : (i) Cost of earth work and PCC are deemed to be inclusive in this item. (ii) The GA drg of LT pannels shall be approved by GE before procurement.

Supply, installation, testing and commissioning of CPRI approved LT Outdoor Feeder Pillar Box of AC 415 V, 50 Hz, 3 Phase, 4 wire, totally enclosed self supporting structure/ cubicle, fully compartmentalized type, weather proof, protection IP 54 of minimum size 1.0mx0.9mx0.5m, double door type, with bottom cable entry with suitable cable glands structure made out of 3.15 mm thick outer & 2.0 mm thick inner CRCA steel sheet with angle iron frame work and legs of ISA 50X50X5 mm, with four legs grouted to PCC (1:2:4) type B1, foundation block with suitable mounting arrangement for bus bars voltmeter, ammeter, changeover and MCCBs with sloping canopy at top, double hinged doors at front with suitable locking arrangement ,louvers at sides & duly powder coated including in-panel CO2/Clean agent fire suppressing system complete for accomodating & including following accessories: INCOMER: (i) MCCB 4 pole, 415 Volts with breaking capacity 36 kA of 200 Amps with fixed thermal and fixed magnetic setting- 01Nos OUTGOING: (i) MCCB 4 Pole ,415 Volts with breaking capacity 25 kA of capacity 100 Amps with thermal magnetic release - 01 Nos (ii) MCCB 4 Pole ,415 Volts with breaking capacity 25 kA of capacity 63 Amps with thermal magnetic release - 03 Nos BUSBAR: (i) Cupper bus bar 300 Amps supported on non hygroscopic fibres and brass screws with nuts, bolts & washers - 04 Nos INDICATING DEVICES : (i) LED Indicating lamps for main supply indicating R, Y, B - 03 Nos. (ii) Digital ampere meter of 0-300 A, 3 phase, class 1 , including CT having CTR 400/5 - 01 No (iii) Digital voltmeter 0-500 Volts, 3 phase, class 1 - 01 No Note : (i) Cost of earth work and PCC are deemed to be inclusive in this item. (ii) The GA drg of LT pannels shall be approved by GE before procurement.

Supply, installation, testing and commissioning of CPRI approved, LT Outdoor Feeder Pillar Box AC 415 V, 50 Hz, 3 Phase, 4 wire, totally enclosed self supporting structure/ cubicle, fully compartmentalized type, weather proof, protection IP 54 of minimum size 1.0mx0.9mx0.5m, double door type, with bottom cable entry with suitable cable glands structure made out of 3.15 mm thick outer & 2.0 mm thick inner CRCA steel sheet with angle iron frame work and legs of ISA 50X50X5 mm, with four legs grouted to PCC (1:2:4) type B1, foundation block with suitable mounting arrangement for bus bars voltmeter, ammeter, changeover and MCCBs with sloping canopy at top, double hinged doors at front with suitable locking arrangement ,louvers at sides & duly powder coated including in-panel CO2/Clean agent fire suppressing system complete for accomodating & including following accessories:- INCOMER: (i) MCCB 4 pole, 415 Volts with breaking capacity 36 kA of 100 Amps with fixed thermal and fixed magnetic setting- 01Nos OUTGOING: (i) MCCB 4 Pole ,415 Volts with breaking capacity 25 kA of capacity 63 Amps with thermal magnetic release -01 Nos (ii) MCCB 4 Pole ,415 Volts with breaking capacity 16 kA of capacity 25 Amps with thermal magnetic release -02 Nos (iii) MCB SPN 32 Amps ,240 Volts with breaking capacity 10 kA -01 Nos (v) MCB SPN 16 Amps ,240 Volts with breaking capacity 10 kA -01 Nos

(Srl item No. 58.00 Contd...) BUSBAR: (i) Cupper bus bar 200 Amps supported on non hygroscopic fibres and brass screws with nuts, bolts & washers - 04 Nos INDICATING DEVICES (i) LED Indicating lamps for main supply indicating R, Y, B - 03 Nos. (ii) Digital ampere meter of 0-200 A, 3 phase, class 1 , including CT having CTR 200/5 - 01 No (iii) Digital voltmeter 0-500 Volts, 3 phase, class 1, - 01 No Note : (i) Cost of earth work and PCC are deemed to be inclusive in this item (ii) the GA drg of LT pannels shall be approved by GE before procurement.

M&L for PCC route indicator suitable for mounting on root of HT/LT cable of 45cm width , 10 cm depth & 100 cm height (above ground level), overall embedded to the depth not less than 45cm below ground level with marking of type & size of cable, complete all as specified and as directed.

M&L for Earthing complete with Copper earth plate electrode 600x600x3.15 mm thick burried directly in ground (earth pit not less than 2.25 mtr deep below the ground level) with top edge of the plate not less than 1.5 mtrs below normal ground level, connected to Copper earth strip 20x3 mm dia by means of bolts, nuts, check nuts and washers of brass/copper all as shown in electrical plate No 3 of SSR part-I 2009 connected to lightening conductor all as specified and testing on completion including. Necessary excavation, earthwork, PCC works and CI earth pit cover with watering pipe 20mm dia GI pipe medium grade, funnel with wire mesh and lugs and GI pipe 40 mm dia of light grade, for protection of earth strip, complete all as specified and directed. Note: Excavation/PCC/Earth work/Charcoal/ Salt/earthing strip etc. shall be deemed to be include in this unit rate.

M&L for Earthing complete with galvanised steel earth plate electrode 600x600x6.0 mm thick burried directly in ground (earth pit not less than 2.25 mtr deep below the ground level) with top edge of the plate not less than 1.5 mtrs below normal ground level, connected to galvanised earth strip 32 x 6 mm by means of bolts, nuts, check nuts and washers of galvanised iron or of steel all as shown in electrical plate No 3 of SSR part-I 2009 connected to pole/LT Panel all as specified and testing on completion including. Necessary excavation, earthwork, PCC works and CI earth pit cover with watering pipe 20mm dia GI pipe medium grade, funnel with wire mesh and lugs and GI pipe 40 mm dia of light grade, for protection of earth strip complete all as specified and directed. Note: Excavation/PCC/Earth work/Charcoal/ Salt/earth strip etc. shall be deemed to be include in this unit rate.

FIRE ALARM S & F for sub main wiring with 2 runs of single core 1.5 Sqmm (Nominal area) PVC insulated unsheathed multi-stranded copper conductor cable LT 1100 Volts grade FRLS-ZH (Flame Retardant Low Smoke Zero Halogen), drawn through in and including concealed stove enamelled steel conduit (medium grade) not less than 20 mm dia with all fittings and accessories, complete all as specified and directed. Notes: (i) Two runs of 1.5sqmm conductor cable and one run of concealed stove enamelled steel conduit (medium grade) pipe not less than 20 mm dia shall be measured as one run length.

S & F for sub main wiring with 2 runs of single core 2.5 Sqmm (Nominal area) PVC insulated unsheathed multi-stranded copper conductor cable LT 1100 Volts grade FRLS-ZH (Flame Retardant Low Smoke Zero Halogen), drawn through in and including concealed stove enamelled steel conduit (medium grade) not less than 20 mm dia with all fittings and accessories including earth continuity conductor using PVC insulated unsheathed copper conductor cable with one run of single core 2.5 Sqmm (Nominal area) FRLS-ZH connected to common earth dolly for controlling of hanger lights complete all as specified and as directed. Notes: (i) Three runs of 2.5 sqmm conductor cable and one run of concealed stove enamelled steel conduit (medium grade) pipe not less than 20 mm dia shall be measured as one run length.

REFRIGERATOR AND AC Supplying, installation, testing and commissioning of Voltage stabilizer for automatic operation, single phase neturally air cooled, indoor type & designed for input variation 130-280 V with output voltage stabilized at 230 Volts with accuracy of + 2.5% and capacity 4 KVA, complete all as specified and directed.

DEHUMIDIFIER Supplying, installing, testing and commissioning of compact Dehumidifier of capacity 1500 cubic meter per hour (CMH) to achieve the design conditions and RH of 40% as specified, (process ESP-250 pa, Motor-1.5 KW), (React ESP-150 pa, Heater-18 KW, air flow-500 CMH. Motor-0.75 kW) . Commissioning and testing by rep of original manufacturer also including of all connections and making holes for inlet and outlet vent pipe if any type and size of wall and making good the disturbed surface match with the existing surface after installation complete all as specified and directed. Deumidifier shall be as per following :- (i) Type of Dehumidifier: Desiccant type table top. (ii) Supply of Dehumidifier air: 1500 CMH (iii) Power: 415 V/3PH/50 Hz (iv) Dehumidifier equipped with microprocessor based controlling system having LED display. (v) Humidistat with digital display. (vi) CNC fabricated unit with pre-coated MS sheet. (vii) The dehumidifier is having Eco-Dry rotor and totally self-contained. (viii) The desiccant rotor is manufactured in-house (Made in India). (ix) Process and reactivation air flow sectors insulated with Aluminium foils. (x) The desiccant rotor is made of fluted honeycomb type with stainless steel perimeter flange to incorporate robust internal structure required for industrial quality, durability and easy serviceability and also to extend media and seal life. No wastage of active desiccant wheel media. (xi) The desiccant rotor is non-flammable and its media shall have high performance metal silicates synthesized at situ.

Supply & fixing MCCB 63 Amps, 16 KA, 415 Volts with sheet metal enclouser for dehumidifier, complete all as specified and directed.

HYDRAULIC LIFT Supply, installation, testing and commissioning of hydroulic lift (Extendable Ladder) high efficiency and reliability necessary control and safeties sutaible for as under :- i - TYPE - RB-114, DOUBLE MASK ii - HEIGHT - 12.0 Mtr iii - WORKING HEIGHT 12.0 Mtr iv -CAPACITY - 200 Kgs v - PLATFORM - 1540 X 660 mm vi -TOTAL CLOSED HT - 2030 mm vii - VOLTAGE - AC 230 V viii - POWER- 1.5 KW/ 230 V ix- OVERALL DIA - 1790 X 870 X 2030 mm x - WEIGHT APPROX - 660 Kgs OEM should have adequate factory trained service engineers and having registered office in eastern region of India to provide prompt after sales service complete all as specified and directed.

FRIENDS CONSTRUCTION (BID ID -3362023)

KAY CEE CO. INDIA (BID ID -3366837)

M/s Singh enterprises (BID ID -3368821)

ms singh construction (BID ID -3368717)